Journal of Engineering Mechanics 1996: Vol 122 Index

17 Pages·1996·6.9 MB·English

SUBJECT INDEX BRIDGES, CONCRETE
SUBJECT INDEX
Acceleration Approximation Tubular Members. II: Local Buckling and Experimental
Acceleration Feedback Control of MDOF Structures, S. Modal Coupling and Accuracy of Modal Strain Energy Verification, Spyros A. Karamanos and John L. Tas-
J. Dyke, B. F. Spencer, Jr., P. Quast, M. K. Sain, D. C. Method, Alessandra Zambrano, José A. Inaudi and soulas, EM Jan. 96, p72-78.
Kaspari, Jr. and T. T. Soong, EM Sept. 96, p907-918. James M. Kelly, EM July 96, p603-612. Bending moments
Accelerometers Approximation methods Buckling Analysis of Curved Beams by Finite-Element
Acceleration Feedback Control of MDOF Structures, S. Fiber Orientation in Composite Structures for Optimal Discretization, Chai H. Yoo, Young J. Kang and James
J. Dyke, B. F. Spencer, Jr., P. Quast, M. K. Sain, D. C. Resistance to Creep Failure, David N. Robinson and S. Davidson, EM Aug. 96, p762-770.
Kaspari, Jr. and T. T. Soong, EM Sept. 96, p907-918. Wei Wei, EM Sept. 96, p855-860. Forces in Pile Foundations under Seismic Loading, Amir
Semianalytical Solutions to Griffith Fracture Under Vari- M. Kaynia and Saeed Mahzooni, EM Jan. 96, p46-53.
Acoustics able Pressure, Albert T. Yeung, EM June 96, p580- Thin-Walled Curved Beams. II: Analytical Solutions for
Analysis of Liquid-Core Cylindrical Acoustic Wave- 584. Buckling of Arches, Young J. Kang and Chai H. Yoo,
Cguhiedne s anEdm bYeidddoendg Hien, SoElMid JMaend. ia9,6, Hpu1-n9g.- Liang (Roger) Simplified Response-Spectrum Seismic Analysis of Non- EM Oct. 94, p2102-2125.
linear Structures, Roberto Villaverde, EM Mar. 96. Bicycles
Active control p282-285.
Bicycle-Wheel Spoke Patterns and Spoke Fatigue, Henri
Acceleration Feedback Control of MDOF Structures, S. Variational Principles Developed for and Applied to P. Gavin, EM Aug. 96, p736-742.
J. Dyke, B. F. Spencer, Jr., P. Quast, M. K. Sain, D. C Analysis of Stochastic Beams, I. Elishakoff, Y. J. Ren
Kaspari, Jr. and T. T. Soong, EM Sept. 96, p907-918. and M. Shinozuka, EM June 96, p559-565. Bifurcations
Hee Active Seismic Response Control Using Static Out- Arches Buckling Analysis of Elastic Space Rods under Torsional
pbaurti Faenedd bJa.c Nk., YIa’n gE., KEoMse ,J uWly. 9E6., Spc6h5m1i-t6e5n9d.o rf, F. Jab- ParTaimee-tReord s,M odSetelfsa nofo rS oErsatciem,a tEinMg SIenp-tS.i tu9 6,T epn8s1il8e- 82F5o.r ce in MKaosmuegnati,, EYMos hSieapkti. 9G6o,t op,8 26X-i8a3o3-.S ong Li and Toshihiro
Heuristic-Based Algorithm for Active Control, Yu Tang, Stability of Shear Deformable Thin-Walled Space Bilinear analysis
EM Aug. 96, p801-803. Frames and Circular Arches, Sung-Pil Chang, Sung-Bo Tuned Mass Dampers for Structures with Bilinear Hys-
Optimal Polynomial Control of Seismically Excited Line- Kim and Moon-Young Kim, EM Sept. 96, p844-854. teresis, Masato Abé, EM Aug. 96, p797-800.
ar Structures, Anil K. Agrawal and Jann N. Yang, EM Thin-Walled Curved Beams. II: Analytical Solutions for Blocks
Aug. 96, p753-761. Buckling of Arches, Young J. Kang and Chai H. Yoo,
Robust H. Control Considering Actuator Saturation. I: EM Oct. 94, p2102-2125. ComVparrieastsiioonanl oSfo lBuotniodne,d KBaltoecrkisn a-oDf. SoPfatp oEullaisati c anMda teJraimaels:
Theory, J. Geoffrey Chase and H. Allison Smith, EM Asymptotic series M. Kelly, EM Feb. 96, p163-170.
Oct. 96, p976-983.
Three-Dimensional Analysis of Doubly Curved Laminat- Bonding
Robust H. Control Considering Actuator Saturation. II: ed Shells, Chih-Ping Wu, Jiann-Quo Tarn and Shu-
Applications, J. Geoffrey Chase, H. Allison Smith and Man Chi, EM May 96, p391-401. Compression of Bonded Blocks of Soft Elastic Material:
Tetsuo Suzuki, EM Oct. 96, p984-993. Variational Solution, Katerina-D. Papoulia and James
Auto-regressive moving-average model M. Kelly, EM Feb. 96, p163-170.
Rule-Based Control Algorithm for Active Tuned Mass
Dampers, Masato Abé, EM Aug. 96, p705-713. Non-Gaussian Elliptically Contoured ARMA Models, Boundaries
Mircea Grigoriu, EM Apr. 96, p334-341.
Microplane Model for Concrete: I: Stress-Strain Bounda-
Aerodynamics Axial forces ries and Finite Strain, Zdenék P. BaZant, Yuyin Xiang
Analytical Solution for Galloping Oscillations, Mykhaylo Dynamic Stability of Conducting Beam-Plates in Trans- and Pere C. Prat, EM Mar. 96, p245-254.
I. Kazakevych and Oleksiy H. Vasylenko, EM June 96, verse Magnetic Fields, J. S. Lee, EM Feb. 96, p89-94. Microplane Model for Concrete: II: Data Delocalization
p555-558. and Verification, Zdenék P. Ba%ant, Yuyin Xiang,
Aeroelasticity Axial loads Mark D. Adley, Pere C. Prat and Stephen A. Akers,
Elastic Response of Columns After Sudden Loss of Brac- EM Mar. 96, p255-262.
Identification of Vortex-Induced-Response Parameters in ing, Raymond H. Plaut and Rae-Hak Yoo, EM Apr.
Time Domain, Himanshu Gupta, Partha P. Sarkar and 96, p383-384. Boundary conditions
Kishor C. Mehta, EM Nov. 96, p1031-1037. Stochastic BEM—Random Excitations and Time-
Air flow ALixmiist ymDmeseitgrny of Axisymmetric Shells with Application to DAporm.a i9n6, pA3na4l2y-s3i4s9,. Sunil Saigal and Igor Kaljevi¢, EM
Analytical Solution for Galloping Oscillations, Mykhaylo Cellular Cofferdams, P. de Buhan and A. Corfdir, EM
I. Kazakevych and Oleksiy H. Vasylenko, EM June 96, Oct. 96, p921-929. Boundary element method
p555-558. Dynamic Analysis of Axisymmetric Foundations on
Banding Poroelastic Media, Gary F. Dargush and Manoj B.
Algorithms Element-Embedded Localization Band Based on Regu- Chopra, EM July 96, p623-632.
Analysis of Disjoint Two-Dimensional Particle Assem- larized Displacement Discontinuity, Ragnar Larsson
blies, Tuong X. Tran and Richard B. Nelson, EM Dec. and Kenneth Runesson, EM May 96, p402-411 Stochastic BEM—Random Excitations and Time-
96, p1139-1148. Domain Analysis, Sunil Saigal and Igor Kaljevi¢, EM
Base isolation Apr. 96, p342-349.
Comparison of Some Simulation Algorithms on Basis of
Distribution, Marc P. Mignolet and Maruvada V. Har- Dynamics of Structures: Theory and Applications to Boundary layer
ish, EM Feb. 96, p172-176. EEaMr thFqebu.a k9e6 , Epn1g8i3n.e ering by Anil K. Chopra, T. Igusa, ExpGerrainmuelnatra l Shaenadr NCuemlle,r icJaaln -OSltouvd ieAsi doafn pSahae,a r HLaayyleerys Hi.n
Amplification Beam columns Shen and Ram B. Gupta, EM Mar. 96, p187-196.
Difbfirtarcatriyo nS hoafp eS,H -MWiacvheaesl bEy. SMuabnsourofgaicaen Inacnldu sViionncs enotf AWr.- Quatrot icT heFromramlu latEfifoenc ts,f or B.E lasAt.i c IzBzeuaddmi-nC, olEumMn s SepStu.b je9c6t, Bounding surface
Lee, EM Feb. 96, p123-129. p861-871. Reduced-Order Sand Model for Ground Response Analy -
sis, X. S. Li, EM Sept. 96, p872-881.
Amplitude Beams
Analytical Solution for Galloping Oscillations, Mykhaylo Continuum Model for Analysis of Multiply Connected Bracing
I. Kazakevych and Oleksiy H. Vasylenko, EM June 96, Perforated Cores, Domenico Capuani, Marco Savoia Elastic Response of Columns After Sudden Loss of Brac-
p555-558. and Ferdinando Laudiero, EM Aug. 94, p1641-1660. ing, Raymond H. Plaut and Rae-Hak Yoo, EM Apr.
96, p383-384.
Analysis Lateral Distortional Buckling of Monosymmetric Beams
Static Analyses of Beams and Plates by Spline Colloca- under Point Load, Owen Hughes and Ming Ma, EM Bridge tests
tion Method, Charles W. Bert and Youngkwang Sheu, Oct. 96, p1022-1029. Measuring Flutter Derivatives for Bridge Sectional Mod-
EM Apr. 96, p375-378. Static Analyses of Beams and Plates by Spline Colloca- els in Water Channel, Q. C. Li, EM Jan. 95, p90-101.
Anchorages tEiMon AMpert.h o9d6,, pC3h7a5r-l3e7s8 .W . Bert and Youngkwang Sheu, Bridges, cable-stayed
OscMpAi.6ol 1lta3Cit.-oi 6no2Msn2a sr. to ifon fsD ,eB crkFi. d gaBenr da/nSotcrao y TaoCnwadeb rlJse.,s L.A I.nL idlPuiicenent,do EbdMay CPJoeusrltiyao ,d 9i6cJ, . VaraAinnadat liyoMsn.ai lsS hoiPfnr oiSzntucokicpahl,ae sstE icM D eBJveueanlemo sp,9e 6d, I.p 5Ef5loi9rs -h5aa6kn5od.f f,A pYp.l iJe.d Retno OscMpAi.6ol l1ta3Cit.-oi 6no2Msna2 sr. to ifon fsD ,eB crkFi. d gaBenr da/Snotcrao y TaoCnwadeb rlJse.,s L.A I.nL idlPuiicenent,do EdbMay CPJoeusrltiyao ,d 9i6cJ, .
APlnaisJnsaieonm .it lrSa9oor6pl ,iu tMcpie 3od0mni-asa3 t,8e .or fCi ahIlinset ne-rfCahcien gC rMacak s anidn JAynii-sJioitnr opLiuco, DEisM- BLoecnwBadailrciiuhnzc gehd ,P anLEeoMlas d NowEivft.fhe c9t6sF, l eipxn1i b0Hl6ie9 g-h1C-0oO7rr6ed.,e r Y.B eFnrdoisntgig ofa nSda ndM-. BLroinCHdogugn-iec-TsrSe,eh rtemceno gn cDBerrfeiCldthegeiceu ts,i. o nJ Ie: nCConon-ntCtrhrouolal n i nM eCCthahenortndil evaaennrdd PAKrleugsoot-rriCetshhsumen,d
Solution to Reissner Plate with Clamped Edges, M. M. Chang, EM June 96, p489-494.
Anisotropy Aghdam, M. Shakeri and S. J. Fariborz, EM July 96, Long-Term Deflection Control in Cantilever Prestressed
Anisotropic Plasticity with Anisotropic Hardening and p679-682. Concrete Bridges. II: Experimental Verification, Hui-
Rate Dependence, Raymond D. Krieg and Kevin H. Steady-State Thermal Bending of Thick Rectangular Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang,
Brown, EM Apr. 96, p316-324. Plates, Isamu A. Okumura, EM June 96, p512-520. EM June 96, p495-501.
1189
BRIDGES, SUSPENSION 1996 ANNUAL INDEX
Bridges, suspension Chaos Compression of Bonded Blocks of Soft Elastic Material:
Measuring Flutter Derivatives for Bridge Sectional Mod- Melnikov Processes and Noise-Induced Exits from a Variational Solution, Katerina-D. Papoulia and James
els in Water Channel, Q. C. Li, EM Jan. 95, p90-101. Well, Emil Simiu and Michael R. Frey, EM Mar. 96, M. Kelly, EM Feb. 96, p163-170.
p263-270. Compressive Behavior of Concrete: Physical Mecha-
Brittleness Nonlinear Rocking Motions. I: Chaos under Noisy Peri- nisms and Modeling, Pierre Rossi, Franz-Josef Ulm
Brittle-Ductile Transition in Porous Rocks by Cap odic Excitations, H. Lin and S. C. S. Yim, EM Aug. and Fatiha Hachi, EM Nov. 96, p1038-1043.
Model, Viado A. Lubarda, Sreten Mastilovic and 96, p719-727. Extension and Compression of Elastomeric Butt Joint
Jaroslaw Knap, EM July 96, p633-642. Nonlinear Rocking Motions. II: Overturning under Ran- Seals, Stephen A. Ketcham, Jan M. Niemiec and Greg-
Rate-Sensitive Micromechanical Damage Model for Brit- dom Excitations, H. Lin and S. C. S. Yim, EM Aug. ory B. McKenna, EM July 96, p669-677.
tle Solid, Dipankar Chandra and Theodor Krautham- 96, p728-735. Vibrations of Clamped Rectangular Plates on Elastic
mer, EM May 96, p412-422. Foundations Subjected to Uniform Compressive Forc-
Stochastic Damage Model ~ Brittle Materials Subjected Characteristics es, S. Sacit Tameroglu, EM Aug. 96, p714-718.
Bto. MF.o nSopteonnciecr, aJr., hE .‘ Augw. 9o6r, p 788-tD7t.9 5 J . Kirkner and An StrEefsfse ctPirvoeb leCmhsa,r acZteornigsdtaic YaMne thaondd Xfioaro mPilnagst icB u,P lEanMe Compressive strength
June 96, p502-506. Compressive Behavior of Concrete: Physical Mecha-
Stochastic Parallel-Brittle Networks for Modeling Mate- nisms and Modeling, Pierre Rossi, Franz-Josef Ulm
rials, D. A. Gasparini, P. Bonacuse, L. Powers and A. Chemicals and Fatiha Hachi, EM Nov. 96, 71038-1043.
Romeo, EM Feb. 96, p130-137. Strength Growth as Chemo-Plastic Hardening in Early Influence of Steel Fibers on Design Stress-Strain Curve
Zero-Brittleness Size-Effect Method for One-Size Frac- Age Concrete, Franz-Josef Ulm and Olivier Coussy, for High-Strength Concrete, L. Taerwe and A. Van
ture Test of Concrete, Zdenék P. BaZant and Zhengzhi EM Dec. 96, p1123-1132. Gysel, EM Aug. 96, p695-704.
Li, EM May 96, p458-468.
Clamps Concentrated loads
Buckling Solution to Reissner Plate with Clamped Edges, M. M. Lateral Distortional Buckling of Monosymmetric Beams
Buckle Propagation: Steady-State Finite-Element Analy- Aghdam, M. Shakeri and S. J. Fariborz, EM July 96, under Point Load, Owen Hughes and Ming Ma, EM
sis, André C. Nogueira and John L. Tassoulas, EM p679-682. Oct. 96, p1022-1029.
Sept. 94, p1931-1944. Vibrations of Clamped ge Plates on Elastic
Buckling Analysis of Curved Beams by Finite-Element Foundations Subjected to Uniform Compressive Forc- Concrete
Discretization, Chai H. Yoo, Young J. Kang and James es, S. Sacit Tameroglu, EM Aug. 96, p714-718. Analysis of Work-of-Fracture Method for Measuring
S. Davidson, EM Aug. 96, p762-770. Closed form solutions FFerba.c tu9r6e, pE1n3e8r-g1y4 4.o f Concrete, Zdenék P. BaZant, EM
BucMKkaolsmiuengngat i,,A naEYlMoys shiSisea pktoi.f E9Gl6oa,ts otpi,8c 2 6XS-ip8aa3oc3-e.S oRnogd s Liu nadnedr TToosrhsiihoniarlo DifSEfprMaa ccteJiu onbne y 9PA6lr,ao nupen5 d3S9 H--5CW4ir4ac.vu elsar, CV.a nWy.o nL eein anElda sRt.i c I. WSehedrgife, ComMpp9oo5hs7ia-9tm6em5 e. Bde amE. HAanqauloeg ya ndF raFcatruhraed MAondsaerli , foErM CoOncctr.e t9e6,,
BucFLkoilueinwn,dg a tEiaMonn ds J,aV ni.b Yr9.a6 t,i Xopin5a 4no-gf6, 3 T.h Si.c k KiLtaimpionrantcheasi ona nPda stKe.r naMk. FunpIdn1ta0em5re2fna-ct1ea0,l5 9.ZS. o lQut.i oYnsu e foar ndB imYa.t erHi.a lsY inw,i thE MI nexNtoevn.s ib9l6e, Comnapnirds emssF satiiavhnead HMaBocehdhiea,lv iinoEgrM, NoPofi ve.rC roe9n 6c,rR eopts1es0:i 3, 8-PF1hr0ya4sn3iz.c-a Jlo seMfe cUhal-m
BucpMka8lt0ir4ni-xg8, 0 6M.Io gdoers Raast kiCno inacnidd enJto hnS inRgouolrardiat,i esE Mo f ASutgif.f ne9s6s, SolAu ti7o9n- 68t2o. , RMe.i ssSnheark erPil ataen dw iSt.h J.C lFaamripbeodrz , EdEgMes , JuMl.y 9M6., ConVPseltaairdtsuiotmnii,vr e EMMM. o dMeGalorls.d ,9 f6o,Gr epoC2ro3gn0ec-r 2e3tC8e.. VPreandeitsr atainodn JAanmaleyss isC,.
Compression Bending of Scale-Model Reinforced-
Concrete Walls, James K. Gran and Paul E. Senseny, Cofferdams Evaluation of Dynamic Strength of Concrete from Re-
EM July 96, p660-668. Limit Design of Axisymmetric Shells with Application to sults of Static Tests, Iosif E. Shkolnik, EM Dec. 96,
Cellular Cofferdams, P. de Buhan and A. Corfdir, EM p1133-1138.
GenAenraallyisziesd, HD.i ffDeur,e ntKi.a lM .Q uLaiderwa tuarned MMe.t hKo.d Lifmo,r BEuMc klFienbg. Oct. 96, p921-929. Mathematical Modeling of Electrochemical Steel Corro-
96, p95-100. Cold regions sion in Concrete, G. Balabani¢, N. Bi¢ani¢é and A.
Durekovi¢, EM Dec. 96, p1 113-1122.
Lateral Distortional Buckling of Monosymmetric Beams Modeling Ice-Cover Melting Using a Variable Heat
under Point Load, Owen Hughes and Ming Ma, EM Transfer Coefficient, Semaan Sarraf and Xiu Tao Microplane Model for Concrete: I: Stress-Strain Bounda-
Oct. 96, 91022-1029. Zhang, EM Oct. 96, p930-938. ries and Finite Strain, Zdenék P. BaZant, Yuyin Xiang
and Pere C. Prat, EM Mar. 96, p245-254.
Statboislhit yB aAgncahliy sainsd oVf. APxairsaymmamseitvraimc, TEhMi n MaSrh.el l9s6,, Aps2h7u8-- Collapse load Microplane Model for Concrete: II: Data Delocalization
281. Statboislhi tyB aAgncahliy sainsd oVf. APxairsaymmamseitvraimc, EThMi n MaSrh.el l9s6,, Aps2h7u8-- aMnadr k VeDr.i fiAcdalteiyo,n, PeZrdee nCé.k PraPt. aBnadZ anStt,e phYeuny inA. XAikaernsg,,
Stability of Shear Deformable Thin-Walled Space 281. EM Mar. 96, p255-262.
FKriamm easn d anMdo oCnir-cYuolaurn gA rcKhiems,, ESuMn gS-Peipl tC 9h6a,n pg,4 —8 ; Columns Nonclreitnee,a rD anF inMi.te FrEalnegmoepnotl , RYeloinagbi-lHiatyk ALneael yasnids Koafs pCaorn -J .
Thin-Walled Curved Beams. I: Formulation of Nonlinear Elastic Response of Columns After Sudden Loss of Brac- Willam, EM Dec. 96, p1 174-1182.
9E4q,u apt2i0on7s2,- 21Y0o1u.n g J. Kang and Chai H. Yoo, EM Oct. 9i6ng,, p3R8a3y-m3o84n.d H. Plaut and Rae-Hak Yoo, EM Apr. Ratiec s,D eJpeeannd-eFnrtan cDoiasm agDeu béM,o deGli llefso r CPoinjcaurdeiteer -iCna bDoyt naamn-d
Thin-Walled Curved Beams. II: Analytical Solutions for Generalized Differential Quadrature Method for Buckling Christian La Borderie, EM Oct. 96, p939-947
BEuMc klOictn.g 9o4f, Apr2c1h0e2s-,2 1Y25o.u ng J. Kang and Chai H. Yoo, 9A6n,a lpy9si5s-,1 00H.. Du, K. M. Liew and M. K. Lim, EM Feb. Rattel-e SeSnosliidt,i veD ipMainckraorm ecChhaannidcraal aDnad maTghee odMoord elK rafuort hBarmit--
Tubular Members. II: Local Buckling and 1? Composite beams mer, EM May 96, p412-422.
Verification, Spyros A. Karamanoasn d John L.T as- Composite Beam Analogy Fracture Model for Concrete, Representative Volumes of Composite Materials, Yunp-
soulas, EM Jan. 96, p72-78. Mohammed E. Haque and Farhad Ansari, EM Oct. 96, ing Xi, EM Dec. 96, p1 159-1167.
Building codes p957-965. Strength Growth as Chemo-Plastic Hardening in Early
Dynamics of Structures: Theory and Applications to Warping Solution for Shear Lag in Thin-Walled Ortho- Age Concrete, Franz-Josef Ulm and Olivier Coussy,
EEaMr thFqebu.a ke96 , Epn1g8i3n.e ering by Anil K. Chopra, T. Igusa, tHrootpai c V.C oSm. posGiatnega RaBoe,a mEsM, MRaoybe r9t6o, p—449-4-57. and ZerEoM-B riDtetcl.e n9e6s,s p1S1i2z3e--E1f1f3e2c.t Method for One-Size Frac-
CAnaabllyetsi cal Solution for Galloping Oscillations, Mykhaylo CNoonmlpionseiatr e Bechoalvuimonrs of Composite Columns Under Vary- tLuir,e ETMe stM aoyf C9o6n,c rpe4t5e8,- 46Z8d.e nék P. BaZant and Zhengzhi
pI.5 5K5a-z5a5k8e.v ych and Oleksiy H. Vasylenko, EM June 96, 7i5n2g. Load Histories, A. Dall’ Asta, EM Aug. 96, p743- CLoonncgr-eTteer,m prDeesftlreecstisoend Control in Cantilever Prestressed
Shock Waves in Curved Synthetic Cables, A. A. Tjavaras Composite materials Concrete Bridges. I: Control Method and Algorithm,
and M. S. Triantafyllou, EM Apr. 96, p308-315. Failure of Unidirectionally Reinforced Composites with Hui-Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun
Frictional Matrix, Radoslaw L. Michalowski and Chang, EM June 96, p489-494.
Calibration Aigen Zhao, EM Nov. 96, p1086-1092. Long-Term Deflection Control in Cantilever Prestressed
Microplane Model for Concrete: II: Data Delocalization Representative Volumes of i. Materials, Yunp- Concrete Bridges. II: Experimental Verification, Hui-
and Verification, Zdenék P. BaZant, Yuyin Xiang, ing Xi, EM Dec. 96, p1 159-1167 Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang,
Mark D. Adley, Pere C. Prat and Stephen A. Akers, EM June 96, p495-501.
EM Mar. 96, p255-262. Rigidities of One-Dimensional Laminates of Composite
jaterials, Shuguang Li, EM Apr. 96, p371-374. Concrete, reinforced
Cap model Composite structures Compression Bending of Scale-Model Reinforced-
Brittle-Ductile Transition in Porous Rocks by Cap Concrete Walls, James K. Gran and Paul E. Senseny,
Model, Vlado A. Lubarda, Sreten Mastilovic and Fiber Orientation in Composite Structures for Optimal EM July 96, p660-668.
Jaroslaw Knap, EM July 96, p633-642. WReesii sWteanic,e EMto SCerpete.p 96F,a ipl8u5r5e,- 86D0a.v id N. Robinson and Concrete Penetration by Eroding Projectiles: Experiments
Capsules Recent Advances in Sensitivity Analysis for Thermome- Jaandm esA naCl.y sPiesa,r sVolna, diEmMir FMe.b. G9o6l,d ,p 1G4e5o-r1g5e2 . C. Vradis and
Unsteady Flow in Hydraulic A a Pipeline, C. W. chanical yao teen Panels, Ahmed K.
Lenau and M. M. El-Bayya, Dec. 96, p1 168-1173. Noor, EM Apr. 96, p300-307. Griffith Energy Balance Model for Crack-Growth Predic-
tion in Reinforced Concrete, Kamel Ben Amara, EM
Cellular structures Compression July 96, p683-689.
Limit Design of Axisymmetric Shells with Application to Compression Bending of Scale-Model Reinforced- Nonlinear Behavior of Composite Columns Under Vary-
Cellular Cofferdams, P. de Buhan and A. Corfdir, EM Concrete Walls, James K. Gran and Paul E. Senseny, ing Load Histories, A. Dall’ Asta, EM Aug. 96, p743-
Oct. 96, p921-929. EM July 96, p660-668. 752.
1190
SUBJECT INDEX DEFLECTION
Softening-Induced Dynamic Localization Instability: Control Curvature
Seismic Damage in Frames, Zdenék P. BaZant and Long-Term Deflection Control in Cantilever Prestressed Shock Waves in Curved Synthetic Cables, A. A. Tjavaras
Milan Jirések, EM Dec. 96, p1149-1158. Concrete Bridges. I: Control Method and Algorithm, and M. S. Triantafyllou, EM Apr. 96, p308-315.
CEoqnuidviatlieonncael pbreotbwaebeinl ityK riging and CPDF Methods for CHhuain-gS,h enEgM JCuhnieu , 96J, epn4n8-9C-h4u9a4n. Chern and Kuo-Chun ThiEnq-uWaatilolnesd, CYuoruvnegd JB.e aKmasn.g Ia:n Fdo rCmhualia tHi.o n Yooof, NoEnMl inOecatr.
Conditional Simulation, Masanobu Shinozuka and Long-Term Deflection Control in Cantilever Prestressed 94, p2072-2101.
Ruichong Zhang, EM June 96, p530-538 Concrete Bridges. II: Experimental Verification, Hui- Thin-Walled Curved Beams. II: Analytical Solutions for
Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang, Buckling of Arches, Young J. Kang and Chai H. Yoo,
Configuration EM June 96, p495-501. EM Oct. 94, p2102-2125.
Fiber Orientation in Composite Structures for Optimal Probabilistic Stability Robustness of Structural Systems, Three-Dimensional Analysis of Doubly Curved Laminat-
Resistance to Creep Failure, David N. Robinson and Field, Jr., P. G. Voulgaris and L. A. Bergman, ed Shells, Chih-Ping Wu, Jiann-Quo Tarn and Shu-
Wei Wei, EM Sept. 96, p855-860. EM Oct. 96, p1012- 1021. Man Chi, EM May 96, p391-401.
Confinement Control systems Curved beams
Brittle-Ductile Transition in Porous Rocks by Cap Melnikov Processes and Noise-Induced Exits from a Buckling Analysis of Curved Beams by Finite-Element
Model, Vlado A. Lubarda, Sreten Mastilovic and Well, Emil Simiu and Michael R. Frey, EM Mar. 96, Discretization, Chai H. Yoo, Young J. Kang and James
Jaroslaw Knap, EM July 96, p633-642. p263-270. S. Davidson, EM Aug. 96, p762-770.
Vibration Confinement in Trusses, Muhammad A. Nonlinear Control Strategies for Limiting Dynamic Re- Simple and Effective Equilibrium Models for Vibration
Hawwa and Reyolando M. Brasil, EM Mar. 96, p286- sponse Extremes, D. P. Tomasula, B. F. Spencer, Jr. Analysis of Curved Rods, A. Benedetti, L. Deseri and
290. and M. K. Sain, EM Mar. 96, p218-229. A. Tralli, EM Apr. 96, p291-299.
Conformal mapping Control theory Thin-Walled Curved Beams. I: Formulation of Nonlinear
Incipient Instability Criterion of Two Confined Super- Modified Bang-Bang Control Law for Structural Control Equations, Young J. Kang and Chai H. Yoo, EM Oct.
posed Fluids, Chin-Hwa Kong and I-Chung Liu, EM Implementation, Z. Wu and T. T. Soong, EM Aug. 96, 94, p2072-2101.
Feb. 95, p198-202. p771-777. Thin-Walled Curved Beams. II: Analytical Solutions for
Consolidation Core EBuMc klOictn.g 9o4f, Apr2c1h0e2s-,2 1Y25o.u ng J. Kang and Chai H. Yoo,
Consolidation of Elastic Porous Media Saturated by Two Continuum Model for Analysis of Multiply Connected
Immiscible Fluids, Kagan Tuncay and M. Yavuz Perforated Cores, Domenico Capuani, Marco Savoia Cylinders
Corapcioglu, EM Nov. 96, p1077-1085. and Ferdinando Laudiero, EM Aug. 94, p1641-1660. Experimental and Numerical Studies of Shear Layers in
Localized Load Effects in High-Order Bending of Sand- Granular Shear Cell, Jan-Olov Aidanpaa, Hayley H.
Constitutive models wich Panels with Flexible Core, Y. Frostig and M. Shen and Ram B. Gupta, EM Mar. 96, p187-196.
Anisotropic Plasticity with Anisotropic Hardening and Baruch, EM Nov. 96, p1069-1076. Finite Element Analysis of Longitudinally Stiffened Cyl-
RBartoew n,D epEeMn deAnprc.e ,9 6,R ap3y1m6o-n3d24 . D. Krieg and Kevin H. Corrosion iKnudlearks, iEnM BeNnodvi.n g9,6 , Qp.1 06C0h-e1n0,6 8.A . E. Elwi and G. L.
Constitutive Models for Concrete Penetration Analysis, Mathematical Modeling of Electrochemical Steel Corro-
Vladimir M. Gold, George C. Vradis and James C. sion in Concrete, G. Balabani¢é, N. Bi¢ani¢é and A. Cylindrical shells
Pearson, EM Mar. 96, p230-238 Durekovié, EM Dec. 96, p1113-1122. Analysis of a Long Thick Orthotropic Circular Cylindri-
Macroscopic Models with Complex Coefficients and Covariance cdaal RSahoe,l l EPMa neJlu,n eK .9 6C,h apn5d75r-a5s7h9e.k hara and K. S. Nanjun-
Causality, Nicos Makris, Jose A. Inaudi and James M. Identification of Conditional Stochastic Gaussian Field,
Kelly, EM June 96, p566-573. Masaru Hoshiya and Ikumasa Yoshida, EM Feb. 96, Buckle Propagation: Steady-State Finite-Element Analy-
Microplane Model for Concrete: I: Stress-Strain Bounda- p101-108. Ssiesp,t . An94d,r ép 19C3.1 -N1o9g4u4e.i ra and John L. Tassoulas, EM
ries and Finite Strain, Zdenék P. BaZant, Yuyin Xiang Crack propagation
and Pere C. Prat, EM Mar. 96, p245-254. Griffith Energy Balance Model for Crack-Growth Predic- Damage
Microplane Model for Concrete: II: Data Delocalization tion in Reinforced Concrete, Kamel Ben Amara, EM Rate Dependent Damage Model for Concrete in Dynam-
and Verification, Zdenék P. BaZant, Yuyin Xiang, July 96, p683-689. ics, Jean-Francois Dubé, Gilles Pijaudier-Cabot and
Mark D. Adley, Pere C. Prat and Stephen A. Akers, Rate-Sensitive Micromechanical Damage Model for Brit- Christian La Borderie, EM Oct. 96, p939-947.
EM Mar. 96, p255-262. tle Solid, Dipankar Chandra and Theodor Krautham- Softening-Induced Dynamic Localization Instability:
Nonlinear Finite Element Reliability Analysis of Con- mer, EM May 96, p412-422. Seismic Damage in Frames, Zdenék P. BaZant and
crete, Dan M. Frangopol, Yong-Hak Lee and Kaspar J. Milan Jirések, EM Dec. 96, p1149-1158.
Willam, EM Dec. 96, p1174-1182. Cracking Damage assessment
Composite Beam Analogy Fracture Model for Concrete,
Reduced-Order Sand Model for Ground Response Analy- Mohammed E. Haque and Farhad Ansari, EM Oct. 96, Neural Network Approach to Detection of Changes in
sis, X. S. Li, EM Sept. 96, p872-881. p957-965. Structural Parameters, S. F. Masri, M. Nakamura, A.
G. Chassiakos and T. K. Caughey, EM Apr. 96, p350-
Constitutive relations Compressive Behavior of Concrete: Physical Mecha- 360.
Consolidation of Elastic Porous Media Saturated by Two nisms and Modeling, Pierre Rossi, Franz-Josef Ulm
Immiscible Fluids, Kagan Tuncay and M. Yavuz and Fatiha Hachi, EM Nov. 96, p1038-1043. Damping
Corapcioglu, EM Nov. 96, p1077-1085. Continuous and Discontinuous Failure Modes, Z. Chen, Analysis and Design of ER Damper for Seismic Protec-
Granular-Flow Rheology: Role of Shear-Rate Number in EM Jan. 96, p80-82. tion of Structures, Nicos Makris, Scott A. Burton,
TLrianngs,i tEiMon MaRye gi9m6e, ,p 46e9-4y80. ame Chen and Chi-Hai Despiogsint esC,r itCehrriias tfoopr hPesre uKd.o dYu.c tLieluen gF,i bEeMr- RJeainn.f o9r6c,e dp 10C-o18m.- D1a01v1i.d e Hill and Mabel Jordan, EM Oct. 96, p1003-
Forces in Pile Foundations under Seismic Loading, Amir
Constraints Cracks M. Kaynia and Saeed Mahzooni, EM Jan. 96, p46-53.
Convex Models for Impulsive Response of Structures, Griffith Energy Balance Model for Crack-Growth Predic- Modal Coupling and Accuracy of Modal Strain Energy
Shyh-Rong Tzan and Chris P. Pantelides, EM June 96, tion in Reinforced Concrete, Kamel Ben Amara, EM Method, Alessandra Zambrano, José A. Inaudi and
p521-529. July 96, p683-689. James M. Kelly, EM July 96, p603-612.
Small-Strain Response of Random Arrays of Spheres Plane Solutions of Interface Cracks in Anisotropic Dis- Modeling the Response of ER Damper: Phenomenology
Using Discrete Element Method, Tang-Tat Ng and similar Media, Chien-Ching Ma and Jyi-Jiin Luo, EM and Emulation, Scott A. Burton, Nicos Makris, I. Kon-
Emmanuel Petrakis, EM Mar. 96, p239-244. Jan. 96, p30-38. stantopoulos and P. J. Antsaklis, EM Sept. 96, p897-
Constriction Semianalytical Solutions to Griffith Fracture Under Vari- 906.
able Pressure, Albert T. Yeung, EM June 96, p580-
Pulsatile Blood Flows in Stenotic Artery, Tin-Kan Hung 584. Dams, concrete
and Tommy M.-C. Tsai, EM Sept. 96, p890-896. Procedure for Time-Domain Seismic Analyses of Con-
Smeared Crack Approaches—Material Modeling, Marco crete Dams, R. Yang, C. S. Tsai and G. C. Lee, EM
Contact pressure Petrangeli and JoSko OZbolt, EM June 96, p545-554. Feb. 96, p116-122.
SemMiuclotniltaiyneuroeuds WiMraet hSetmraatnidcs,a l ClaMuoddee lJ olifcoro eurB enadndi ngA laionf Creep Data analysis
Cardou, EM July 96, p643-650. Probabilistic Creep Analysis of Underground Structure in Granular-Flow Rheology: Role of Shear-Rate Number in
Salt, A. F. Fossum and D. E. Munson, EM Mar. 96, Transition Regime, Cheng-lung Chen and Chi-Hai
Containers p209-217. Ling, EM May 96, p469-480.
Dyntaaimneircs , RJeaes poKnwsaen oKf imR,e ctHaynugnul aMr ooF leKxiobhl e anFdl uiIdm CJoonn-g Creep rupture Deflection
Kwahk, EM Sept. 96, p807-817. Fiber Orientation in Composite Structures for Optimal Long-Term Deflection Control in Cantilever Prestressed
Resistance to Creep Failure, David N. Robinson and Concrete Bridges. I: Control Method and Algorithm,
Contaminants Wei Wei, EM Sept. 96, p855-860. Hui-Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun
Unsteady Finite-Analytic Method for Solute Transport in Critical load Chang, EM June 96, p489-494.
GChreonu,n dE-WMa tFeerb . F9l5o,w ,p 23W0h-e24y3-.F one Tsai and Ching-Jen BucMkaltirnixg, MIogdoers Raastk iCno inacnidd enJto hnS inRgouolrardiat,i esE Mo f ASutigf.f ne9s6s, LonCogn-cTreertme DBerfildegcetsi.o n II:C oEnxtpreorl imienn tCaaln tiVleerviefri caPtrieosnt,r esHsueid-
Continuous beams p804-806. Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang,
Continuum Model for Analysis of Multiply Connected Generalized Differential Quadrature Method for Buckling EM June 96, p495-501.
Perforated Cores, Domenico Capuani, Marco Savoia Analysis, H. Du, K. M. Liew and M. K. Lim, EM Feb. Membrane Analogy for Saint-Venant Torsion: New Re-
and Ferdinando Laudiero, EM Aug. 94, p1641-1660. 96, p95-100. sults, S. M. Heinrich, EM Nov. 96, p1110-1112.
DEFORMATION 1996 ANNUAL INDEX
Deformation Drag Dynamics of Structures: Theory and Applications to
Probabilistic Creep Analysis of Underground Structure in Stochastic Response of Offshore Structures Excited by Earthquake Engineering by Anil K. Chopra, T. Igusa,
Salt, A. F. Fossum and D. E. Munson, EM Mar. 96, Forces, Arvid Naess and Solomon C. S. Yim, EM Feb. 96, p183.
p209-217. EM May 96, p442-448. Modified Bang-Bang Control Law for Structural Control
Implementation, Z. Wu and T. T. Soong, EM Aug. 96,
Degrees of freedom Drilling p771-777.
Versatile Variable-Node Filat-Shell Element, ef Versatile Variable-Node Flat-Shell Element, Chang-
Koon Choi and Wan-Hoon Lee, EM May 96, p432- Koon Choi and Wan-Hoon Lee, EM May 96, p432- Earthquake excitation
441. 441. Three-Dimensional Simulation of Structural Pounding
During Earthquakes, M. Papadrakakis, C. Apostolo-
Design Ductility poulou, A. Zacharopoulos and S. Bitzarakis, EM May
Analysis and Design of ER Damper for Seismic Protec- Brittle-Ductile Transition in Porous Rocks by Cap 96, p423-431.
tion of Structures, Nicos Makris, Scott A. Burton, Model, Vlado A. Lubarda, Sreten Mastilovic and
Davide Hill and Mabel Jordan, EM Oct. 96, p1003- Jaroslaw Knap, EM July 96, p633-642. Earthquake loads
Ext1e0n1s1i.o n and Com ion of Elastomeric Butt Joint Despiosgint eCsr,i tCehrirai sftoro pPhseeurKd o.d Yu.c tLieluen gF,i bEeMr- RJeainn.f o9r6c, edp 10C-o18m.- Redsiusc, eXd.- OSr.d Leir, ESMan dS epMto.d e9l6 , fpo8r 7G2-r8o8u1n.d Response Analy-
Seals, Stephen A. Ketcham, Jan M. Niemiec and Greg- Softening-Induced Dynamic Localization Instability:
ory B. McKenna, EM July 96, p669-677. Ducts Seismic Damage in Frames, Zdenék P. BaZant and
Ignorance Factors Using er Expansion, Marc A. Pulsatile Blood Flows in Stenotic Artery, Tin-Kan Hung Milan Jirasek, EM Dec. 96, p1149-1158.
Maes, EM Jan. 96, p39-4 and Tommy M.-C. Tsai, EM Sept. 96, p890-896. Earthquake resistant structures
Influence of Steel Fibers on Design Stress-Strain Curve Dynamic analysis Simplified Response-Spectrum Seismic Analysis of Non-
for High-Strength Concrete, L. Taerwe and A. Van Dynamic Analysis of Axisymmetric Foundations on linear Structures, Roberto Villaverde, EM Mar. 96,
Gysel, EM Aug. 96, p695-704. Poroelastic Media, Gary F. Dargush and Manoj B. p282-285
Design criteria Chopra, EM July 96, p623-632. Earthquakes
Design Criteria for Pseudoductile Fiber-Reinforced Com- Modal Coupling and Accuracy of Modal Strain Energy Analysis of Free Vibrations of Tall Buildings, Qiusheng
posites, Christopher K. Y. Leung, EM Jan. 96, p10-18. Method, Alessandra Zambrano, José A. Inaudi and Li, Hong Cao and Guiging Li, EM Sept. 94, p1861-
Design modifications James M. Kelly, EM July 96, p603-612. 1876.
DynaNanomdvi .c Sa9tl6ol,c yhp a1s0tM4ioc4d -i1fR0ie5es1dp .o nLsien,ea r GiSutsruecptpuer es:M usDceotleirnmoi,n istEiMc UseoR fo eosfTs eeQntus,ai dorEna Mt iLcSe egpT tr.aP nl9sa6ft,ef rop r8mF8su2,n- c8t8Ii9no.yne so l toP aPirke diacntd ReJosspeo nsMe. Exaptce1tm0 s9,S3 o-l1Gu1et0in0od.na s tCoh eAn Claansds To.f ST.t ruScotounrge,- EqEuMi pmeNnotv . Sy9s6-,
DAinf feErfefnetcitailv e equChaatriaocntse ristic Method for Plastic Plane DEvyanlaumatiico n choafr acDtyenraimstiicc s Strength of Concrete from Re- HeuErMis tAiucg-.B as9e6d, pA8l0g1o-r8i0t3h.m for Active Control, Yu Tang,
Stress Problems, Zongda Yan and Xiaoming Bu, EM sults of Static Tests, losif E. Shkolnik, EM Dec. 96, Laterally Excited Flexible Tanks with Nonuniform Den-
June 96, p502-506. p1133-1138. sity Liquid, Yu Tang, EM Oct. 96, p948-956.
Static Analyses of Beams and Plates by Spline Colloca- Dynamic loads Optimal Polynomial Control of Seismically Excited Line-
tEiMon AMpert.h o9d6,, pC3h7a5r-l3e7s8 .W . Bert and Youngkwang Sheu, Exatcetm s,S olGuetinodnas tCoh eAn Claansds To.f STt.r ucStouorneg-, uMi pmeNonvt. Sy9s6-, aAru gS.t ru9c6t,u rpe7s5,3 -A7n6i1l. K. Agrawal and Jann N. Yang, EM
Diffraction p1093-1100. ThrDeuer-iDnigm enEsairtohnqaula kesS,i mulMa.t ioPna padorfa kSatkriusc,t uraCl. APpoousntdoilnog-
Diffraction Around Circular Canyon in Elastic W Dynamic response poulou, A. Zacharopoulos and S. Bitzarakis, EM May
Space by Plane SH-Waves, V. W. Lee and R. I. Sherif, Analysis of Disjoint Two-Dimensional Particle Assem- 96, p423-431.
EM June 96, p539-544. blies, Tuong X. Tran and Richard B. Nelson, EM Dec. Torsion in Symmetric Structures due to Ground-Motion
Diffraction of SH-Waves by Subsurface Inclusions of Ar- 96, p1139-1148. Spatial Variation, Ernesto Heredia-Zavoni and Federi-
bitrary Shape, Michael E. Manoogian and Vincent W. Convex Models for Impulsive Response of Structures, co Barranco, EM Sept. 96, p834-843.
Lee, EM Feb. 96, p123-129. 9 Tzan and Chris P. Pantelides, EM June 96, Eigenvalues
Discontinuities 521-529. Buckling Modes at Coincident Singularities of Stiffness
Element-Embedded Localization Band Based onr os Criteria for Initiation of Slide, Rock, and Slide-Rock Matrix, Igor Raskin and John Roorda, EM Aug. 96,
larized Displacement Discontinuity, Rigid-Body Modes, Harry W. Shenton, III, EM July p804-806.
and Kenneth Runesson, EM May 96, =_" a p690-693. Hybrid Inverse Mode Problems for FEM-Shear Models,
Discrete elements Dynamic Response of Rectangular Flexible Fluid Con- Izuru Takewaki and Tsuneyoshi Nakamura, EM Aug.
Anabllyiessi,s Tuofo ngDi sXj.oi nTtr anT waon-dD iRmiecnhsairodn aBl. NePlarstoinc,l e EMAs sDeemc-. tKawianehrks,, JEaMe KSwepatn. 9K6i, mp,8 0H7-y8u1n7 . Moo Koh and Im Jong Sta9b5i,l itpy8 73A-n8a8l0y.s is of Axisymmetric Thin Shells, Ashu-
96, p1139-1148. Elastic Response of Columns After Sudden Loss of Brac- tosh Bagchi and V. Paramasivam, EM Mar. 96, p278-
SmaUlsli-nSgt raiDni scrReetsep onEslee meonft RMaentdhoomd, ATrarana;ny gs -Toaft + Nga agnedr 9i6ng,, p3R8a3y-m3o84n.d H. Plaut and Rae-Hak Yoo, EM Apr. Ela2s8t1i.c foundations
Emmanuel Petrakis, EM Mar. 96, p239- Nonslpionnesaer ECxotnrtermoels , StrDa.t ePg.i esT omfaosr ulLai,mi tiBn. g F.D ySnpaenmciecr , ReJr-. Rectangular Plates Resting on Tensionless Elastic Foun-
Displacement and M. K. Sain, EM Mar. 96, p218-229. dation: Some New Results, Ramesh C. Mishra and
BEulceDSk.iml seiDcnrnategvt- iidEzAsmanotbaniel,ody nsd,Ei esMdC haoAifLu ogcCH.au. l r9ivY6zoe,aod t, pi 7oBn6Y 2eo-auB7mna7sgn0 .d Jb.y BK aaFsniengdi taeon-ndE i lJeamme enst StoEchMa stMiacF yor Rc9ee6ss,,p opn4A4sr2ev- i4d4o 8f .N Oafefsssh oraen d SStroucltourmeso nCE .x ciSt. edY imb,y VibSeFrseoa,ku thniSado.r anS sta iKco.int o sfC hTaaCSkmlurebaarbjmoaepgrcelttduie, ,d EREteoMM c tUanAAnipugfrgu.o.l r a9m9r6 6 ,, C poPp3lm78ap1t5r4e-es-3 7s81s7o8i.n.v e ElFaosrtci-c
larized Displacement Discontinuity, Dynamic stability Elastic media
and Kenneth Runesson, EM May 96, _ Dynamic Stability of Conducting Beam-Plates in Trans- Compression of Bonded Blocks of Soft Elastic Material:
Semianalytical Solutions to Griffith Fracture Under Vari- verse Magnetic Fields, J. S. Lee, EM Feb. 96, p89-94. Variational Solution, Katerina-D. Papoulia and James
able Pressure, Albert T. Yeung, EM June 96, p580- Dynamics M. Kelly, EM Feb. 96, p163-170.
584. Hybrid Inverse Mode Problems for FEM-Shear Models, Consolidation of Elastic Porous Media Saturated by Two
Thin-Walled Curved Beams. I: Formulation of Nonlinear Izuru Takewaki and Tsuneyoshi Nakamura, EM Aug. Immiscible Fluids, Kagan Tuncay and M. Yavuz
Equations, Young J. Kang and Chai H. Yoo, EM Oct. 95, p873-880. Corapcioglu, EM Nov. 96, p1077-1085.
94, p2072-2101.
Maximum Structural Response Using Convex Models, Diffraction Around Circular oat in Elastic Wedge
Thin-Walled Curved Beams. II: Analytical Solutions for Yakov Ben-Haim, Genda Chen and T. T. Soong, EM Space by Plane SH-Waves,V . W. Lee and R. I. Sherif,
Buckling of Arches, Young J. Kang and Chai H. Yoo, Apr. 96, p325-333. EM June 96, p539-544.
EM Oct. 94, p2102-2125.
Variational Principles ey for and wr Nonlinear Dynamics of Unidirectional, Fiber-Reinforced Elastic properties
Analysis of Stochastic Beams,I . Elishakoff, Y. J.R en Tori, Raouf A. Raouf and Anthony N. Palazotto, EM Thin-Walled Curved Beams. I: Formulation of Nonlinear
and M. Shinozuka, EM June 96, p559-- 565. Mar. 96, p271-276. Equations, Young J. Kang and Chai H. Yoo, EM Oct.
Oscillations of Bridge Stay Cables Induced by Periodic 94, p2072-2101.
Displacements Motions of Deck and/or Towers, A. Pinto da Costa, J. Thin-Walled Curved Beams. II: Analytical Solutions for
Three-Dimensional Analysis of Doubly Curved Laminat- A. C. Martins, F. Branco and J. L. Lilien, EM July 96, Buckling of Arches, Young J. Kang and Chai H. Yoo,
ed Shells, Chih-Ping Wu, Jiann-Quo Tarn and Shu- p613-622. EM Oct. 94, p2102-2125.
Man Chi, EM May 96, p391-401. Rate Dependent ¢ Model for Concrete in Dynam- Elasticity
Distortion ics, Jean-Francois Dubé, Gilles Pijaudier-Cabot and
Lateral Distortional Buckling of Monosymmetric Beams Christian La Borderie, EM Oct. 96, p939-947. Anaclayl siSshe lolf Paan Lelo,n gK .T hCihcakn drOratshhoetkrhoapriac Cainrdc uKl.a rS .“ N»alnijndurni--
under Point Load, Owen Hughes and Ming Ma, EM Simplified Response-Spectrum Seismic Analysis of Non- da Rao, EM June 96, p575-579.
Oct. 96, p1022-1029. linear Structures, Roberto Villaverde, EM Mar. 96,
p282-285. Fundamental Solutions for Bimaterials with Inextensible
Disturbances Interface, Z. Q. Yue and Y. H. Yin, EM Nov. 96,
Random Response to Periodic Excitation with Correlated Earthquake engineering p1052-1059.
Disturbances, Zhikun Hou, Yunshen Zhou, Mikhail F. Criteria for Initiation of Slide, Rock, and Slide-Rock Quartic Formulation for Elastic Beam-Columns Subject
Dimentberg and Mohammad Noori, EM Nov. 96, Rigid-Body Modes, Harry W. Shenton, III, EM July to Thermal Effects, B. A. Izzuddin, EM Sept. 96,
pl 101-1108. 690-693. p861-871.
SUBJECT INDEX FORCED VIBRATION
Steady-State Thermal Bending of Thick Rectangular Tuned Mass Dampers for Structures with Bilinear Hys- Finite Element Analysis of Longitudinally Stiffened Cyl-
Plates, Isamu A. Okumura, EM June 96, p512-520. teresis, Masato Abé, EM Aug. 96, p797-800. inders in Bending, Q. Chen, A. E. Elwi and G. L.
Three-Dimensional Analysis of Doubly Curved Laminat- Experimentation Kulak, EM Nov. 96, p1060- 1068.
eMda n ShCehlil,s, EMCh iMh-aPyi n9g6 , Wpu3,9 1-J4i0a1.n n-Quo Tarn and Shu- LonCogn-cTreertme DBerfildegcetsi.o n II:C oEnxtpreorl imienn tCaaln tiVleerviefri caPtrieosnt,r esHsueid- IdeMnatisfaircuat ioHno shofi yaCo nadnidt ioInkaulm asSst.o chYaossthiicd a,G auEssMi anF eb.Fi el9d6,,
Elastomer Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang, p101-108.
Extension and Compression of Elastomeric Butt Joint EM June 96, p495-501. Large Strain Finite-Element Analysis of Snow, Giinther
Soerayl sB,. SMtceKpehnenn a,A . EKMet cJhualmy, 96J,a np 6M6.9 -6N7i7e.m iec and Greg- External pressure MJuelsyc h9k6e, ,p 59C1h-a6n0g2h.o ng Liu and Herbert A. Mang, EM
Elastoplasticity TubRuelsaurlt s,M emSbpeyrross. AI.: KStaarbailmiatny osA naalnyds isJ ohann d L.P rTealsismoiunlaars,y Nonclreitnee,a rD anF inMi.te FrEalnegmoepnotl , RYeloinagbi-lHiatyk ALneael yasnids Koafs pCaorn -J.
Constitutive Models for Concrete Penetration Analysis, EM Jan. 96, p64-71. Willam, EM Dec. 96, p1174-1182.
Vladimir M. Gold, George C. Vradis and James C. Tubular Members. II: Local Buckling and Experimental
Pearson, EM Mar. 96, p230-238. Verification, Spyros A. Karamanos and John L. Tas- Postbuckling of Moderately Thick Circular Plates With
Element-Embedded Localization Band Based on Regu- soulas, EM Jan. 96, p72-78. jEadsgeek haErlaa stiNca idReus traanidnt , K.G . KaVneankkaa teRsawjaur,a ERMa o, OcNt.. R9a4-,
alanrdi zeKde nnDeitshp lRaucneemsesnotn , DEisMc onMtainyu it9y6,, p4R0a2g-n4a1r1 . Larsson Failure modes p2232-2238.
Nonclreitnee,a rD anF inMit.e FrEalnegmoepnotl , RYeloinagbi-lHiatyk ALneael yasnids Koafs paCro n-J . ConEtMi nuJoaun.s 96a,n dp 8D0i-8s2c.o ntinuous Failure Modes, Z. Chen, ProSbaalbti,l iAs.t icF . CrFeoesps uAmn alaynsdi s D.o f E.U ndMeurngsroonu,n dE MS truMcatru.r e 96i,n
Willam, EM Dec. 96, p1174-1182. Failures p209-217.
Strength Growth as Chemo-Plastic Hardening in Early Brittle-Ductile Transition in Porous Rocks by Cap Procedure for Time-Domain Seismic Analyses of Con-
Age Concrete, Franz-Josef Ulm and Olivier Coussy, Model, Vlado A. Lubarda, Sreten Mastilovic and crete Dams, R. Yang, C. S. Tsai and G. C. Lee, EM
EM Dec. 96, p1123-1132. Jaroslaw Knap, EM July 96, p633-642. Feb. 96, p116-122.
Electrical conductivity Compressive Behavior of Concrete: Physical Mecha- Rectangular Plates Resting on Tensionless Elastic Foun-
Dynvearmsie c MaSgtnabeitliicty Foiefl dCso, ndJ.u cSt. iLnege , BEeMam -FPelba.t e9s6 , ipn8 9T-r9a4n.s - nainsdm sF atiahnad HMaochdie,l inEgM, NPoive.r re9 6,R ops1s0i3, 8-F1r0a4n3z.- Josef Ulm dSaetkihoanr: KS.o mChea krNabeawr ti,R esEulMt s,A prR.a m9e6,s hp 38C5.- 38M7i.s hra and
Failure of Unidirectionally Reinforced Composites with Smeared Crack Approaches—Material Modeling, Marco
Embedment Frictional Matrix, Radoslaw L. Michalowski and Petrangeli and JoSko OZbolt, EM June 96, p545-554.
Element-Embedded Localization Band Based on Regu- Aigen Zhao, EM Nov. 96, p1086-1092. Stochastic Finite-Element Analysis of Soil Layers with
alanrdi zKede nnDeitshp lRaucneemsesnotn , DiEsMc onMtainyu it9y6,, p4R0a2g-n4a1r1 . Larsson Fatigue RAparn.d o96m, pI3n6t1er-f3a6c9e., R. Ghanem and W. Brzakala, EM
Bicycle-Wheel Spoke Patterns and Spoke Fatigue, Henri
Energy P. Gavin, EM Aug. 96, p736-742. Tubular Members. I: Stability Analysis and Preliminary
Analysis of Work-of-Fracture Method for Measuring Results, Spyros A. Karamanos and John L. Tassoulas,
Fracture Energy of Concrete, Zdenék P. BaZant, EM Feedback control EM Jan. 96, p64-71.
Feb. 96, p138-144. Acceleration Feedback Control of MDOF Structures, S.
Convex Models for Impulsive Response of Structures, J. Dyke, B. F. Spencer, Jr., P. Quast, M. K. Sain, D. C. Finite elements
Shyh-Rong Tzan and Chris P. Pantelides, EM June 96, Kaspari, Jr. and T. T. Soong, EM Sept. 96, p907-918. Element-Embedded Localization Band Based on Regu-
p521-529. Robust H. Control Considering Actuator Saturation. I: laanrdi zeKde nnDeitshp lRaucneemsesnotn , DEisMc onMtainyu it9y6,, p4R0a2g-n4a1r1 . Larsson
Equations of state TOchte.o r9y6,, pJ.9 7G6e-o9f8f3r.e y Chase and H. Allison Smith, EM Hybrid Inverse Mode Problems for FEM-Shear Models,
Constitutive Models for Concrete Penetration Analysis, Izuru Takewaki and Tsuneyoshi Nakamura, EM Aug.
Vladimir M. Gold, George C. Vradis and James C. Robust H. Control Considering Actuator Saturation. II: 95, p873-880.
Pearson, EM Mar. 96, p230-238. Applications, J. Geoffrey Chase, H. Allison Smith and
Tetsuo Suzuki, EM Oct. 96, p984-993. Simple and Effective Equilibrium Models for Vibration
Equilibrium equations Analysis of Curved Rods, A. Benedetti, L. Deseri and
Simple and Effective Equilibrium Models for Vibration Feedback loops A. Tralli, EM Apr. 96, p291-299.
Analysis of Curved Rods, A. Benedetti, L. Deseri and Hee Active Seismic Response Control Using Static Out- Stability of Shear Deformable Thin-Walled Space
A. Tralli, EM Apr. 96, p291-299. put Feedback, I: E. Kose, W. E. Schmitendorf, F. Jab- Frames and Circular Arches, Sung-Pil Chang, Sung-Bo
Equipment bari and J. N. Yang, EM July 96, p651-659. Kim and Moon- Young Kim, EM Sept. 96, 854.
Exact Solutions to A Class of Structure-Equipment Sys- Fiber composites Stochastic Parallel-Brittle Networks for Modeling Mate-
tems, Genda Chen and T. T. Soong, EM Nov. 96, Design Criteria for Pseudoductile Fiber-Reinforced Com- rials, D. A. Gasparini, P. Bonacuse, L. Powers and A.
p1093-1100. posites, Christopher K. Y. Leung, EM Jan. 96, p10-18. Romeo, EM Feb. 96, p130-137.
Equivalence NonTloirni,e arR aoDuyfn amA.i cRsa oouff Unainddi rAecnttihoonnaly, NF.i bPearl-aRzeotitnof,o rcEeMd TubVuelrairfi caMteimobn,e rsS.p yrIoIs: LAo.c alK arBuacmkalnionsg aanndd EJxohpne riLm.e nTtaasl-
Equivalence between Kriging and CPDF Methods for Mar. 96, p271-276. soulas, EM Jan. 96, p72-78.
Conditional Simulation, Masanobu Shinozuka and
Ruichong Zhang, EM June 96, p530-538. Fiber reinforced materials Flexibility
Ergodic processes Design Criteria for Pseudoductile Fiber-Reinforced Com- Localized Load Effects in High-Order Bending of Sand-
posites, Christopher K. Y. Leung, EM Jan. 96, p10-18. wich Panels with Flexible Core, Y. Frostig and M.
SimGueloartgieon Deoofd aEtrigso,d icE M MuAlutigv.a r9i6a,t ep 77S8to-c7h8a7s.t ic Processes, Failure of Unidirectionally Reinforced Composites with Baruch, EM Nov. 96, p1069-1076.
Frictional Matrix, Radoslaw L. Michalowski and
Estimation Aigen Zhao, EM Nov. 96, p1086-1092. Flow simulation
EquCiovnadlietniocnea l betSwiemeunl atiKorni,g ingM asaannd obCuP DFS hiMneotzhuokad s afnodr Fiber reinforced plastics HydSrtroedaymnsa, miKc. -H.F loWwa ngM,o deTl. inGg. Calte veCloannfdl,u enSc.e Fitozfg eTrawlod
Ruichong Zhang, EM June 96, p530-538. Warping Solution for Shear Lag in Thin-Walled Ortho- and X. Ren, EM Oct. 96, p994-1002.
tropic Composite Beams, Roberto Lopez-Anido and
Evaluation Hota V. S. GangaRao, EM May 96, p449-457. Fluid dynamics
Evaluation of Dynamic Strength of Concrete from Re- Incipient Instability Criterion of Two Confined Super-
sults of Static Tests, Iosif E. Shkolnik, EM Dec. 96, Fibers posed Fluids, Chin-Hwa Kong and I-Chung Liu, EM
p1133-1138. Fiber Orientation in Composite Structures for Optimal Feb. 95, p198-202.
Resistance to Creep Failure, David N. Robinson and
Excitation Wei Wei, EM Sept. 96, p855-860. Fluid flow
Dynamic Analysis of Axisymmetric Foundations on Analysis and Design of ER Damper for Seismic Protec-
Poroelastic Media, Gary F. Dargush and Manoj B. Field tests tion of Structures, Nicos Makris, Scott A. Burton,
Chopra, EM July 96, p623-632. Bicycle-Wheel Spoke Patterns and Spoke Fatigue, Henri Davide Hill and Mabel Jordan, EM Oct. 96, p1003-
Macroscopic Models with Complex Coefficients and P. Gavin, EM Aug. 96, p736-742. 1011.
Causality, Nicos Makris, Jose A. Inaudi and James M. Finite differences Pulsatile Blood Flows in Stenotic Artery, Tin-Kan Hung
Kelly, EM June 96, p566-573. and Tommy M.-C. Tsai, EM Sept. 96, p890-896.
Finite Analytic Method for Mild-Slope Wave Equation,
Modified Bang-Bang Control Law for Structural Control Xiping Yu, EM Feb. 96, p109-115. Fluid-structure interaction
Implementation, Z. Wu and T. T. Soong, EM Aug. 96,
p771-777. Finite element method Dynamic Response of Rectangular Flexible Fluid Con-
Nonoldiinc eaErx ciRtoactkioinnsg, MHo.t iLoinns . anId: CSh.a oCs. Su.n dYeirm ,N oiEsMy PAeurgi.- Bucskisl,e APnrdorpéa gaCt.i onN:o guSetieraad y-Satnadt eJ oFhin nitL.e -ETlaesmseonutl as,A nalEyM- tKawianehrks,, JEaMe KSwepatn. 9K6,i mp,8 0H7-y8u1n7 . Moo Koh and Im Jong
96, p719-727. Sept. 94, p1931-1944. Laterally Excited Flexible Tanks with Nonuniform Den-
Oscillations of Bridge Stay Cables Induced by Periodic Buckling Analysis of Curved Beams by Finite-Element sity Liquid, Yu Tang, EM Oct. 96, p948-956.
Motions of Deck and/or Towers, A. Pinto da Costa, J. Discretization, Chai H. Yoo, Young J. Kang and James Flutter
A. C. Martins, F. Branco and J. L. Lilien, EM July 96, S. Davidson, EM Aug. 96, p762-770.
p613-622. Extension and Compression of Elastomeric Butt Joint Meaelssu riin nWga tFelru ttCehra nDneerli,v atQi.v eCs. Lfio,r EBMri dJgaen . S9e5c,t ipo9n0al- 10M1o.d -
Rule-Based Control Algorithm for Active Tuned Mass Seals, Stephen A. Ketcham, Jan M. Niemiec and Greg-
Dampers, Masato Abé, EM Aug. 96, p705-713. ory B. McKenna, EM July 96, p669-677. Forced vibration
Spatial Seismic Coefficients, Some Sensitivity Results, Finite Analytic Method for Mild-Slope Wave Equation, Measuring Flutter Derivatives for Bridge Sectional Mod-
Zbigniew Zembaty, EM Apr. 96, p379-382. Xiping Yu, EM Feb. 96, p109-115. els in Water Channel, Q. C. Li, EM Jan. 95, p90-101.
1193
FOURIER TRANSFORM 1996 ANNUAL INDEX
Fourier transform Failure of Unidirectionally Reinforced Composites with Identification
Semianalytical Solutions to Griffith Fracture Under Vari- Frictional Matrix, Radoslaw L. Michalowski and Actuator Dynamics and Delay Compensation Using Neu-
able Pressure, Albert T. Yeung, EM June 96, p580- Aigen Zhao, EM Nov. 96, p1086-1092. rocontrollers, Khashayar Nikzad, Jamshid Ghaboussi
584 Granular media and Stanley L. Paul, EM Oct. 96, p966-975.
Simulation of Ergodic Multivariate Stochastic Processes, Granular-Flow Rheology: Role of Shear-Rate Number in Identification of Conditional Stochastic Gaussian Field,
George Deodatis, EM Aug. 96, p778-787. Transition Regime, Cheng-lung Chen and Chi-Hai Masaru Hoshiya and Ikumasa Yoshida, EM Feb. 96,
Fracture mechanics Ling, EM May 96, p469-480. p101-108.
Identification of Vortex-Induced-Response Parameters in
Analysis of Work-of-Fracture Method for Measuring Small-Strain Response of Random Arrays of Spheres Time Domain, Himanshu Gupta, Partha P. Sarkar and
Fracture Energy of Concrete, Zdenék P. BaZant, EM Using Discrete Element Method, Tang-Tat Ng and Kishor C. Mehta, EM Nov. 96, p1031-1037.
Feb. 96, p138-144. Emmanuel Petrakis, EM Mar. 96, p239-244.
Parameter Models for Estimating In-Situ Tensile Force in
Composite Beam Analogy Fracture Model for Concrete, Ground motion Tie-Rods, Stefano Sorace, EM Sept. 96, p818-825.
Mohammed E. Sages ond Fosteed Adah, EM Oct. 96,
p957-965. Dynamic Response of Rectangular Flexible Fluid Con- Impact forces
tainers, Jae Kwan Kim, - po Moo Koh and Im Jong
Continuous and Discontinuous Failure Modes, Z. Chen, Kwahk, EM Sept. 96, p807-8 Three-Dimensional Simulation of Structural Pounding
EM Jan. 96, p80-82. During Earthquakes, M. Papadrakakis, C. Apostolo-
Gritfifoint h iEn neRreignyf oBracleadn ceC onMcordeetle, foKra mCerla ckB-eGnr owAtmha raP,r edEicM- Redsiusc, eXd.- OSr.d Leir, ESMan dS eMpto.d e9l6 , fpo8r7 a2-8n81. Response Analy- p96o,u lpo4u,2 3-A4.3 1Z.a charopoulos and S. Bitzarakis, EM May
July 96, p683-689. Torsion in Symmetric Structures due to Ground-Motion Imperfections
Rate-Sensitive Micromechanical Damage Model for Brit- Spatial Variation, Ernesto Heredia-Zavoni and Federi- Finite Element Analysis of os Stiffened Cyl-
tle Solid, Dipankar Chandra and Theodor Krautham- co Barranco, EM Sept. 96, p834-843. inders in Bending, Q. Chen, A. E. Elwi and G. L.
mer, EM May 96, p412-422. Ground-water flow Kulak, EM Nov. 96, 31060-1668.
Smeared Crack A hes—Material Modeling, Marco Unsteady Finite-Analytic Method for Solute Transport in Impulsive loads
Petrangeli and JoSko OZbolt, EM June 96, p545-554. Ground-Water Flow, Whey-Fone Tsai and Ching-Jen Convex Models for Impulsive Response of Structures,
Zero-Brittleness Size-Effect Method for One-Size Frac- Chen, EM Feb. 95, p230-243. Shyh-Rong Tzan and Chris P. Pantelides, EM June 96,
tLuir,e ETMe stM aoyf C9o6n,c rpe4t5e8,- 4Z68d.e nék P. BaZant and Zhengzhi Hardness p521-529.
Strength Growth as Chemo-Plastic Hardening in Early In situ tests
Fractures, materials Age Concrete, Franz-Josef Ulm and Olivier Coussy, Parameter Models for Estimating In-Situ Tensile Force in
Analysis of Work-of-Fracture Method for Measuring EM Dec. 96, p1 123-1132. Tie-Rods, Stefano Sorace, EM Sept. 96, p818-825.
Fracture Energy of Concrete, Zdenék P. BaZant, EM
Feb. 96, p138-144. Heat transfer coefficient Incipient motion
Framed structures Modeling Ice-Cover Melting Using a Variable Heat Incipient Instability Criterion of Two Confined Super-
Transfer Coefficient, Semaan Sarraf and Xiu Tao posed Fluids, Chin-Hwa Kong and I-Chung Liu, EM
Analysis of Free Vibrations of Tall Buildings, Qiusheng Zhang, EM Oct. 96, p930-938. Feb. 95, p198-202.
Li, Hong Cao and Guiging Li, EM Sept. 94, p1861-
1876. High strength concretes Inclusions
Frames Influence of Steel Fibers on Design Stress-Strain Curve Diffraction of SH-Waves by Subsurface Inclusions of Ar-
Buckling Modes at Coincident Singularities of Stiffness fGoyrs elH,i gEh-MS trAeungg.t h9 6,C opn6c9r5e-t7e0,4 . L. Taerwe and A. Van bLieter,a rEy MS hFaepbe., 9M6,i chpa1e23l- 1E2.9 .M anoogian and Vincent W.
Matrix, Igor Raskin and John Roorda, EM Aug. 96,
p804-806. Hydration Input
Softening-Induced Dynamic Localization Instability: Strength Growth as Chemo-Plastic Hardening in Early Maximum Structural Response Using Convex Models,
Seismic Damage in Frames, Zdenék P. BaZant and Age Concrete, Franz-Josef Ulm and Olivier Coussy, Yakov Ben-Haim, Genda Chen and T. T. Soong, EM
Milan Jirések, EM Dec. 96, pi 149-1158. EM Dec.9 6, p1123- 1132. Apr. 96, p325-333.
Free surfaces Hydraulic transportation Instrumentation
Interactive RANS/Laplace Method for Nonlinear Free Unsteady Flow in Hydraulic Capsule Pipeline, C. W. Concrete Penetration by Eroding Projectiles: Experiments
Surface Flows, Hamn-Ching Chen and Sing-Kwan Lenau and M. M. El-Bayya, EM Dec. 96, p1 168-1173. and Analysis, Vladimir M. Gold, George C. Vradis and
Lee, EM Feb. 96, p153-162. James C. Pearson, EM Feb. 96, p145-152.
Frequency response Hydraulics Interactive systems
Dynamic Analysis of Axisymmetric Foundations on Modeling the Response of ER Damper: Phenomenology Exact Solutions to A Class of Structure-Equipment Sys-
Poroelastic Media, Gary F. Dargush and Manoj B. and Emulation, ScottA . Burton, Nicos Makris, I. Kon- tems, Genda Chen and T. T. Soong, EM Nov. 96,
Chopra, EM July 96, p623-632. stantopoulos and P. J. Antsaklis, EM Sept. 96, p897- p1093-1100.
906.
Friction Turbulence in Open-Channel Flows by Iehisa Nezu and Interconnected systems
Analysis of Work-of-Fracture Method for Measuring Hiroji Nakagawa, Ching-Jen Chen, EM June 96, p590. Hydrodynamic Flow Modeling at Confluence of Two
Fracture Energy of Concrete, Zdenék P. BaZant, EM Streams, K.-H. Wang, T. G. Cleveland, S. Fitzgerald
Feb. 96, p138-144. Hydrodynamic pressure and X. Ren, EM Oct. 96, p994-1002.
Criteria for Initiation of Slide, Rock, and Slide-Rock Procedure for Time-Domain Seismic Analyses of Con- Interfaces
Rigid-Body Modes, Harry W. Shenton, III, EM July crete Dams, R. Yang, C. S. Tsai and G. C. Lee, EM
96, p690-693. Feb. 96, p116-122. Fundamental Solutions for Bimaterials with Inextensible
Interface, Z. Q. Yue and Y. H. Yin, EM Nov. 96,
Fuzzy sets Hydrodynamics p1052-1059.
Rule-Based Control Algorithm for Active Tuned Mass Concrete Penetration by Eroding Projectiles: Experiments Incipient Instability Criterion of Two Confined Super-
Dampers, Masato Abé, EM Aug. 96, p705-713. and Analysis, Vladimir M. Gold, e C. Vradis and posed Fluids, Chin-Hwa Kong and I-Chung Liu, EM
James C. Pearson, EM Feb. 96, p145-152. Feb. 95, p198-202.
Gaussian process
ComiDpsihsa,tr riEisbMuo tniF oenbo,.f SM96ao,rm cep i7PS2.i -m1Mu7il6ga.nt oiloent Aalngdo rMiatrhmusv adona BVa.s iHs aro-f HydSanr do dXy.n aRm.e inc, KE.-FMH.l oWOwac nt.gM ,o9 d6,eT l. pi9nG9.g4 -— a1t0 0C2o nfluenSc.e Fitozfg eTrawlod PlaJsnaienm .i lSa9or6l ,u Mtpie3od0ni-sa3 ,8 .o fC hIinetne-rfCahcien gC raMcak s anidn JAynii-sJioitnr oLpuioc, DEisM-
CroLsisnienagr SRyasttee msA,n alMy.s isD . oPf aNonnGdaaeunsdys iS a.n T. RAensarpaotnnasmoe,f Latseirtayl lLyi quEixdc,i tYedu TFalenxgi,b lEe MT aOnckts. 9w6i,t hp 94N8o-n9u5n6i.f orm Den- StoRAcpharan.sd toi9c6m , FpIi3nn6ti1et-ref3a-6cE9el.,e meRn. t GhAannaleyms isa ndo f WS.o ilB rLzaakyaelras, wEitMh
EM June 96, p507-511. Stochastic Response of Offshore Structures Excited by
Random Response to Periodic Excitation with Correlated Drag Forces, Arvid Naess and Solomon C. S. Yim, Internal pressure
Disturbances, Zhikun Hou, Yunshen Zhou, Mikhail F. EM May 96, p442-448. Semianalytical Solutions to Griffith Fracture Under Vari-
Diment and Mohammad Noori, EM Nov. 96, able Pressure, Albert T. Yeung, EM June 96, p580-
pli0l-11 Hydrostatic pressure 584.
Limit Design of Axisymmetric Shells with — to
Geometric nonlinearity Cellular Cofferdams, P. de Buhan and A. Corfdir, EM Interpolation
Buckling Analysis of Elastic Space Rods under Torsional Oct. 96, p921-929. Simple and Effective Equilibrium Models for Vibration
Moment, Yoshiaki Goto, Xiao-Song Li and Toshihiro Analysis of Curved Rods, A. Benedetti, L. Deseri and
Kasugai, EM Sept. 96, p826-833. Hysteresis A. Tralli, EM Apr. 96, p291-299.
Stability Analysis of Axisymmetric Thin Shells, Ashu- Tuned Mass Dampers for Structures with Bilinear Hys- Static Analyses of Beams and Plates by Spline Colloca-
tosh Bagchi and V. Paramasivam, EM Mar. 96, p278- teresis, Masato Abé, EM Aug. 96, p797-800. tion Method, Charles W. Bert and Youngkwang Sheu,
281. Ice EM Apr. 96, p375-378.
Geometry Modeling Ice-Cover Melting Using a Variable Heat Isotropic material
Membrane for Saint-Venant Torsion: New Re- Transfer Coefficient, Sarraf and Xiu Tao Fundamental Solutions for Bimaterials with Inextensible
sults, S. M. Heinrich, EM Nov. 96, p1110-1112. Zhang, EM Oct. 96, p930-938. Interface, Z. Q. Yue and Y. H. Yin, EM Nov. 96,
Granular materials p1052-1059.
Experimental and Numerical Studies of Shear Layers in Modeling Ice-Cover Melting Using a Variable Heat Jets
Granular Shear Cell, Jan-Olov Aidanpaa, Hayley H. Transfer Coefficient, Sarraf and Xiu Tao Turbulent Line Momentum Puffs, Joseph H. W. Lee,
Shaned Rnam B. GuptEaM M,ar . 96, p187-196. Zhang, EM Oct. 96, p930-938. Wolfgang Rodi and C. F. Wong, EM Jan. 96, p19-29.
1194
SUBJECT INDEX NONLINEAR SYSTEMS
Joint sealants Materials Monitoring
Extension and Compression of Elastomeric Butt Joint Smeared Crack Approaches—Material Modeling, Marco Long-Term Deflection Control in Cantilever Prestressed
Seals, Stephen A. Ketcham, Jan M. Niemiec and Greg- Petrangeli and JoSko OZbolt, EM June 96, p545-554. Concrete Bridges. I: Control Method and Algorithm,
ory B. McKenna, EM July 96, p669-677. Hui-Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun
Materials failure Chang, EM June 96, p489-494.
Kalman filter Continuous and Discontinuous Failure Modes, Z. Chen, Long-Term Deflection Control in Cantilever Prestressed
Identification of Conditional Stochastic Gaussian Field, EM Jan. 96, p80-82. Concrete Bridges. II: Experimental Verification, Hui-
Masaru Hoshiya and Ikumasa Yoshida, EM Feb. 96, Stochastic Damage Model for Brittle Materials Subjected Sheng Chiu, Jenn-Chuan Chern and Kuo-Chun Chang,
p101-108. to Monotonic Loading, S. Kandarpa, D. J. Kirkner and EM June 96, p495-501.
Laminates B. F. Spencer, Jr., EM Aug. 96, p788-795. Neural Network Approach to Detection of Changes in
Buckling and Vibration of Thick Laminates on Pasternak Materials, properties Structural Parameters, S. F. Masri, M. Nakamura, A.
Foundations, Y. Xiang, S. Kitipornchai and K. M. Analysis of Work-of-Fracture Method for Measuring G. Chassiakos and T. K. Caughey, EM Apr. 96, p350-
Liew, EM Jan. 96, p54-63. Fracture Energy of Concrete, Zdenék P. BaZant, EM 360.
Rigidities of One-Dimensional Laminates of Composite Feb. 96, p138-144. Natural frequency
Materials, Shuguang Li, EM Apr. 96, p371-374. Composite Beam Analogy Fracture Model for Concrete, Analysis of Free Vibrations of Tall Buildings, Qiusheng
Three-Dimensional Analysis of Doubly Curved Laminat- Mohammed E. Haque and Farhad Ansari, EM Oct. 96, Li, Hong Cao and Guiging Li, EM Sept. 94, p1861-
ed Shells, Chih-Ping Wu, Jiann-Quo Tarn and Shu- p957-965. 1876.
Man Chi, EM May 96, p391-401. Representative Volumes of Composite Materials, Yunp- Nonlinear Dynamics of Unidirectional, Fiber-Reinforced
ing Xi, EM Dec. 96, p1159-1167. Tori, Raouf A. Raouf and Anthony N. Palazotto, EM
Limit design Stochastic Parallel-Brittle Networks for Modeling Mate- Mar. 96, p271-276.
LimCietl luDleasri gCno foffe rAdxaimssy,m meP.t rdiec BuShhealnl s awnidt h A.A pCpolrifcdaitri,o nE Mto rRioalmse, o,D. EAM. GFaesbp.a r9i6n,i ,p 1P3.0 -B1o3n7a.c use, L. Powers and A. Navier-Stokes equations
Oct. 96, p921-929. Interactive RANS/Laplace Method for Nonlinear Free
Mathematical models Surface Flows, Hamn-Ching Chen and Sing-Kwan
Limit states Identification of Vortex-Induced-Response Parameters in Lee, EM Feb. 96, p153-162.
IgnMoareasn,c e EMF acJtano.r s 96,U spi3n9g- 45.M odel Expansion, Marc A. TKiismheo r DoCm. aMienh,t a,H imEaMn sNhouv . Gu96p,t ap,1 0P3a1r-t1h0a 37P.. Sarkar and Networks
Stochastic Parallel-Brittle Networks for Modeling Mate-
Linear systems Mathematical Modeling of Electrochemical Steel Corro- rials, D. A. Gasparini, P. Bonacuse, L. Powers and A.
Crossing Rate Analysis of NonGaussian Response of sion in Concrete, G. Balabani¢, N. Bi¢ani¢é and A. Romeo, EM Feb. 96, p130-137.
Linear Systems, M. D. Pandey and S. T. Ariaratnam, Durekovi¢, EM Dec. 96, p1113-1122.
EM June 96, p507-511. Semicontinuous Mathematical Model for Bending of Neural networks
Dynamically Modified Linear Structures: Deterministic Multilayered Wire Strands, Claude Jolicoeur and Alain Actuator Dynamics and Delay Compensation Using Neu-
and Stochastic Response, Giuseppe Muscolino, EM Cardou, EM july 96, p643-650. rocontrollers, Khashayar Nikzad, Jamshid Ghaboussi
Nov. 96, p1044-1051. Unsteady Flow in Hydraulic Capsule Pipeline, C. W. and Stanley L. Paul, EM Oct. 96, p966-975.
Lenau and M. M. El-Bayya, EM Dec. 96, p1 168-1173. Modeling the Response of ER Damper: Phenomenology
Modal Coupling and Accuracy of Modal Strain Energy and Emulation, Scott A. Burton, Nicos Makris, I. Kon-
Method, Alessandra Zambrano, José A. Inaudi and Mechanical properties stantopoulos and P. J. Antsaklis, EM Sept. 96, p897-
James M. Kelly, EM July 96, p603-612. Postbuckling of Moderately Thick Circular Plates With 906.
Random Vibration of Mechanical and Structural Systems Edge Elastic Restraint, G. Venkateswara Rao, N. Ra- Neural Network Approach to Detection of Changes in
by T. T. Soong and Mircea Grigoriu, Dan M. Frango- jasekhara Naidu and K. Kanaka Raju, EM Oct. 94, Structural Parameters, S. F. Masri, M. Nakamura, A.
pol, EM Feb. 96, p184. p2232-2238. G. Chassiakos and T. K. Caughey, EM Apr. 96, p350-
Linearity Mechanics 360.
Conditional Linearization in Nonlinear Random Vibra- Recent Advances in Sensitivity Analysis for Thermome- Nondestructive tests
tion, R. N. Iyengar and D. Roy, EM Mar. 96, p197- chanical Postbuckling of Composite Panels, Ahmed K. Analysis of Liquid-Core Cylindrical Acoustic Wave-
200. Noor, EM Apr. 96, p300-307. guides Embedded in Solid Media, Hung-Liang (Roger)
Liquids Membranes Chen and Yidong He, EM Jan. 96, p1-9.
Analysis of Liquid-Core Cylindrical Acoustic Wave- Membrane Analogy for Saint-Venant Torsion: New Re- Nonlinear analysis
guides Embedded in Solid Media, Hung-Liang (Roger) sults, S. M. Heinrich, EM Nov. 96, p1110-1112. Nonlinear Behavior of Composite Columns Under Vary-
Chen and Yidong He, EM Jan. 96, p1-9. Versatile Variable-Node Flat-Shell Element, Chang- ing Load Histories, A. Dall’ Asta, EM Aug. 96, p743-
Laterally Excited Flexible Tanks with Nonuniform Den- Koon Choi and Wan-Hoon Lee, EM May 96, p432- 752.
sity Liquid, Yu Tang, EM Oct. 96, p948-956. 441. Quartic Formulation for Elastic Beam-Columns Subject
LSoemaMiduc lottnietlsaitsyn euroeuds WiMraet hSetmraatnidcs,a l ClaMuoddee lJ olifcoro eurB enadnid ngA laionf MPeatrTaaimlees-t Reord s,M odSteelfsa nofo rS oErsatciem,a tEinMg SIenp-tS.i tu9 6,T epn8s1i8le- 82F5o.r ce in Statptboo8i sl6hi1T t-hy8B e7ar1Agmn.caa hlli y saiEnsfdf e coVtf.s , APxaBir.sa ymmaAm.s eitvIrazimzc,u ddiETnhM,i n MEaSMrh.e ll9sS6,e ,p tA.p s2h79u86--,
Cardou, EM July 96, p643-650. Microstructure 281.
Loading Continuous and Discontinuous Failure Modes, Z. Chen, Thin-Walled Curved Beams. I: Formulation of Nonlinear
Stochastic Damage Model for Brittle Materials Subjected EM Jan. 96, p80-82. Equations, Young J. Kang and Chai H. Yoo, EM Oct.
to Monotonic Loading, S. Kandarpa, D. J. Kirkner and Representative Volumes of Composite Materials, Yunp- 94, p2072-2101.
B. F. Spencer, Jr., EM Aug. 96, p788-795. ing Xi, EM Dec. 96, p1159-1167. Thin-Walled Curved Beams. II: Analytical Solutions for
Smeared Crack Approaches—Material Modeling, Marco Buckling of Arches, Young J. Kang and Chai H. Yoo,
Loading history Petrangeli and JoSko OZbolt, EM June 96, p545-554. EM Oct. 94, p2102-2125.
Nonlinear Behavior of Composite Columns Under Vary-
ing Load Histories, A. Dall’ Asta, EM Aug. 96, p743- Model accuracy Tubular Members. II: Local Buckling and Experimental
752. Ignorance Factors Using Model Expansion, Marc A. sVoeurliafsi,c atEiMon , JanS.p y9r6o,s p7A2.- 78K.a ramanos and John L. Tas-
Nonlinear Finite Element Reliability Analysis of Con- Maes, EM Jan. 96, p39-45.
crete, Dan M. Frangopol, Yong-Hak Lee and Kaspar J. Model verification Nonlinear response
Willam, EM Dec. 96, p1174-1182. Nonlinear Dynamics of Unidirectional, Fiber-Reinforced
Microplane Model for Concrete: HI: Data Delocalization Tori, Raouf A. Raouf and Anthony N. Palazotto, EM
Loading rate and Verification, Zdenék P. BazZant, Yuyin Xiang, Mar. 96, p271-276.
Rattel-e SeSnosliidt,i veD ipMainckraorm ecChhaannidcraal aDnad maTghee odMoord elK rafuort hBarmit-- EMaMr kM arD.. 9A6d,l epy2,5 5-Pe2r6e2 . C. Prat and Stephen A. Akers, OscMiolltaitoinosn s ofo fD eBcrki dgaen d/Sotra y ToCwaebrlse,s AI.n dPuicnetdo dbay CPoesrtiao,d icJ.
mer, EM May 96, p412-422. Modeling A. C. Martins, F. Branco and J. L. Lilien, EM July 96,
Loads Maximum Structural Response Using Convex Models, p613-622.
Localized Load Effects in High-Order Bending of Sand- Yakov Ben-Haim, Genda Chen and T. T. Soong, EM Use of Quadratic Transfer Functions to Predict Response
wich Panels with Flexible Core, Y. Frostig and M. Apr. 96, p325-333. of Tension Leg Platforms, Inyeol Paik and Jose M.
Baruch, EM Nov. 96, p1069-1076. Modeling the Response of ER Damper: Phenomenology Roesset, EM Sept. 96, p882-889.
and Emulation, Scott A. Burton, Nicos Makris, I. Kon-
Structural Load Modeling and Combination for Perform- stantopoulos and P. J. Antsaklis, EM Sept. 96, p897- Nonlinear systems
ance and Safety Evaluation by Y.-K. Wen, T. Igusa, 906. Conditional Linearization in Nonlinear Random Vibra-
EM Feb. 96, p183-184. tion, R. N. Iyengar and D. Roy, EM Mar. 96, p197-
Tubular Members. I: Stability Analysis and Preliminary TurWboullfengta ngL inReo diM oanmde nCt. uFm. WoPnufgf,s , EMJo sJeapnh. 96H,. pW1.9- 29L.e e, 200.
Results, Spyros A. Karamanos and John L. Tassoulas, Nonlinear Control Strategies for Limiting Dynamic Re-
EM Jan. 96, p64-71. Models sponse Extremes, D. P. Tomasula, B. F. Spencer, Jr.
Magnetic fields Measuring Flutter Derivatives for Bridge Sectional Mod- and M. K. Sain, EM Mar. 96, p218-229.
els in Water Channel, Q. C. Li, EM Jan. 95, p90-101. Random Vibration of Mechanical and Structural Systems
Dynvearmsie c MaSgtnabeitliict y Foiefl dCso, ndJ.u cSt. iLnege , BEeMam -FPelba.t e9s6 , ipn8 9T-r9a4n.s - Smeared Crack Approaches—Material Modeling, Marco by T. T. Soong and Mircea Grigoriu, Dan M. Frango-
Petrangeli and JoSko OZbolt, EM June 96, p545-554. pol, EM Feb. 96, p184.
Masonry Structural Load Modeling and Combination for Perform- Simplified Response-Spectrum Seismic Analysis of Non-
Parameter Models for Estimating In-Situ Tensile Force in ance and Safety Evaluation by Y.-K. Wen, T. Igusa, linear Structures, Roberto Villaverde, EM Mar. 96,
Tie-Rods, Stefano Sorace, EM Sept. 96, p818-825. EM Feb. 96, p183-184. p282-285.
1195
NUMERICAL ANALYSIS 1996 ANNUAL INDEX
Numerical analysis Oscillators Solution to Reissner Plate with Clamped Edges, M. M.
Constitutive Models for Concrete Penetration Analysis, Conditional Linearization in Nonlinear Random Vibra- Aghdam, M. Shakeri and S. J. Fariborz, EM July 96,
Viadimir M. Gold, C. Vradis and James C tion, R. N. Iyengar and D. Roy, EM Mar. 96, p197- p679-682.
Pearson, EM Mar. 96, p230-238. 200. Static Analyses of Beams and Plates by Spline Colloca-
tion Method, Charles W. Bert and Youngkwang Sheu,
Dynamically Modified Linear Structures: Deterministic Outfall sewers EM Apr. 96, p375-378.
and Stochastic Response, Giuseppe Muscolino, EM Turbulent Line Momentum Puffs, Joseph H. W. Lee,
Nov. 96, p1044-1051. Wolfgang Rodi and C. F. Wong, EM Jan. 96, p19-29. Steady-State Thermal Bending of Thick Rectangular
G Analylsizedi s,D iHf. fD u, K.o r)M .Q uLaiderwa tuarned MMe. thKo. dL iff mo,r BEuMc klFienbg. Panels VibPrlaattieso,n s Isaomf u CAl.a mOpkeudm urRae,c taEnMg ulJaurn e P9l6a,t eps5 12o-n5 20E.l astic
96, p95-100. Analysis of a Long Thick Orthotropic Circular Cylindri- Foundations Subjected to Uniform Compressive Forc-
cal Shell Panel, K. Chandrashekhara and K. S. Nanjun- es, S. Sacit Tameroglu, EM Aug. 96, p714-718.
Interactive RANS/Laplace Method for Nonlinear Free da Rao, EM June 96, p575-579.
Surface Flows, Hamn-Ching Chen and Sing-Kwan Plumes
Lee, EM Feb. 96, p153-162. Parameters Turbulent Line Momentum Puffs, Joseph H. W. Lee,
Nonlinear Control Strategies for 4 y!D ynamic Re- A Family of Invariant Stress Surfaces, Steen Krenk, EM Wolfgang Rodi and C. F. Wong, EM Jan. 96, p19-29.
sponse Extremes, D. P. Tomasula, B. F. Spencer, Jr. Mar. 96, p201-208. Polynomials
and M. K. Sain, EM Mar. 96, p218-229. Identification of Vortex-Induced-Response Parameters in
Time Domain, Himanshu Gupta, Partha P. Sarkar and Crossing Rate Analysis of NonGaussian Response of
Unsteady Finite-Analytic Method for Solute Transport in Kishor C. Mehta, EM Nov. 96, p1031-1037. Linear Systems, M. D. Pandey and S. T. Ariaratnam,
Ground-Water Flow, Whey-Fone Tsai and Ching-Jen EM June 96, p507-511.
Chen, EM Feb. 95, p230-243. MacCrauossacloiptiyc, NiMcoodse lMsa krwiist,h JoCsoem pAl. exIn audCio efafnidc ieJnatmse s aMn.d Optimal Polynomial Control of Seismically Excited Line-
Numerical models Kelly, EM June 96, p566-573. ar Structures, Anil K. Agrawal and Jann N. Yang, EM
Aug. 96, p753-761.
Experimental and Numerical Studies of Shear Layers in Particles
Granular Shear Cell, Jan-Olov Aidanpaa, Hayley H. Poroelasticity
Shen and Ram B. Gupta, EM Mar. 96, p187-196. Anabllyiessi,s Tuofo ngDi sXj.oi nTtr anT waon-dD iRmiecnhsairod naBl. NePalrstoinc,l e EMAs sDeemc-. Dynamic Analysis of Axisymmetric Foundations on
Large Strain Finite-Element Analysis of Snow, Giinther 96, p1139-1148. Porcelastic Media, Gary F. Dargush and Manoj B.
Meschke, Changhong Liu and Herbert A. Mang, EM Chopra, EM July 96, p623-632.
July 96, p591-602. PViabsrsaitvieo nc ontCroonlf inement in Trusses, Muhammad A. Porous materials
ModTeralnisnfge r IcCeoe-fCfoivceire nt,M elStienmga anU siSnagr raaf Vaanrdi abXlie u HTeaaot H29a0w. wa and Reyolando M. Brasil, EM Mar. 96, p286- BriMtotldee-lD,u ctiVllea doT raAn.s itiLounb ardian , PoSrroeutse n RMoacsktsi lovbiyc Caanpd
Zhang, EM Oct. 96, p930-938. Jaroslaw Knap, EM July 96, p633-642.
SmaUlsli-nSgt raiDni scrReetsep onEslee meonft RMaentdhoomd, ATrarnagys- Taotf NSpgh eraensd PCoenncertertaet ioPne netration by Eroding Projectiles: Experiments Porous media
Emmanuel Petrakis, EM Mar. 96, p239-244. and Analysis, Viadimir M. Gold, e C. Vradis and Consolidation of Elastic Porous Media Saturated by Two
James C. Pearson, EM Feb. 96, p145-152. Immiscible Fluids, Kagan Tuncay and M. Yavuz
TurWboullfengta ngL inReo diM oanmde nCt. uFm. WoPnufgf,s , EMJ Jan. 9H6., pW1.9- 29L.e e, Constitutive Models for Concrete Penetration Analysis, Corapcioglu, EM Nov. 96, p1077-i085.
Viadimir M. Gold, George C. Vradis and James C. Postbuckling behavior
Oceanography Pearson, EM Mar. 96, p230-238. Buckling Analysis of Elastic Space Rods under Torsional
Melnikov Processes and Noise-Induced Exits from a Perturbation Moment, Yoshiaki Goto, Xiao-Song Li and Toshihiro
pWe2l6l3,- 27E0m.i l Simiu and Michael R. Frey, EM Mar. 96, Nonlinear Rocking Motions. I: Chaos under Noisy Peri- Kasugai, EM Sept. 96, p826-833.
odic Excitations, H. Lin and S. C. S. Yim, EM Aug. Postbuckling of Moderately Thick Circular Plates With
Offshore structures 96, p719-727. Edge Elastic Restraint, G. Venkateswara Rao, N. Ra-
jasekhara Naidu and K. Kanaka Raju, EM Oct. 94,
Stochastic Response of Offshore Structures Excited by Pile foundations p2232-2238.
DErMa g MaFyor c9e6s,, p4A4r2v-i4d4 8.N aess and Solomon C. S. Yim, ForMc.e s Kaiyn nPiial e aFnodu nSdaaeteido nMsa huznodoenri ,S eEisMm icJa n.L o9a6d,i npg4,6 -5A3m.i r Reccehnatn icAadl vaPnocsetsb uciknl iSnegn siotfi vCiotym poAsniatlyes iPsa nefolrs , ThAehrmmeodm e-K.
TubRuelsaurlt s,M emSbpeyrross. AI.: KStaarbailmiatny osA naalnyds isJ ohann d L.P rTealsismoiunlaarsy, Pile groups Noor, EM Apr. 96, p300-307.
EM Jan. 96, p64-71. Forces in Pile Foundations under Seismic Loading, Amir Potential flow
M. Kaynia and Saeed Mahzooni, EM Jan. 96, p46-53.
Tubular Members. II: Local Buckling and Experimental Interactive RANS/Laplace Method for Nonlinear Free
Verification, Spyros A. Karamanoasnd John L. Tas- Pipelines Surface Flows, Hamn-Ching Chen and Sing-Kwan
soulas, EM Jan. 96, p72-- 78. Unsteady Flow in Hydraulic Capsule Pipeline, C. W. Lee, EM Feb. 96, p153-162.
Open channel flow Lenau and M. M. El-Bayya, EM Dec. 96, p1168-1173. Pressure distribution
Turbulence in Open-Channel Flows by Iehisa Nezu and Plane waves Compression of Bonded Blocks of Soft Elastic Material:
Hiroji Nakagawa, Ching-Jen Chen, EM June 96, p590. Diffraction of SH-Waves by Subsurface Inclusions of Ar- Variational Solution, Katerina-D. Papoulia and James
bitrary Shape, Michael E. Manoogian and Vincent W. M. Kelly, EM Feb. 96, p163-170.
Openings Lee, EM Feb. 96, p123-129. Pressures
ConPterifnouruamte d MoCdoerles , for my iof e ae~ ~ Plastic deformation Buckle Propagation: Steady-State Finite-Element Analy-
and Ferdinando Laudiero, EM Aue 3O4f,p 1641-1660. A Family of Invariant Stress Surfaces, Steen Krenk, EM sis, André C. Nogueira and John L. Tassoulas, EM
Mar. 96, p201-208. Sept. 94, p1931-1944.
Optimal control methods Plasticity Probabilistic methods
OptaAiru mgaS.tl r u9cP6t,ou lrpye7ns5o,3 m-iA7an6li1 l. C oKn.t rAoglr aowfa lS eiasnmdi cJaalnlny EN.x ciYtaendg ,L iEneM- AnaFFlreyabs.ci tsu9 6r,e o fp 13W8o-r1k4-4o.of f- FCroancctruertee , MZedtehnoédk Pf.o r BaMZeaants,u riEnMg Cont2di0io0tn.,i onRa.l N.L iIneyaernigzaart ioann d iDn. NoRnolyi,n eEarM RMaarn.d om96 , Vpi1b9ra7--
Robust H. Control Considering Actuator Saturation. I: Anisotropic Plasticity with Anisotropic Hardening and Nonlinear Finite Element Reliability Analysis of Con-
. J. Geoffrey Chase and H. Allison Smith, EM Rate ndence, woe D. Krieg and Kevin H. crete, Dan M. Frangopol, Yong-Hak Lee and Kaspar J.
Oct. 96, p976-983. Brown, EMA pr. 96, p316-324. Willam, EM Dec. 96, p1 174-1182.
Robust H. Control Considering Actuator Saturation. II: Buckle Propagation: Steady-State Finite-Element Analy- Probabilistic Creep Analysis of Underground Structure in
Applications, J. Geoffrey Chase, H. Allison Smith and sis, André C. Nogueira and John L. Tassoulas, EM Salt, A. F. Fossum and D. E. Munson, EM Mar. 96
Tetsuo Suzuki, EM Oct. 96, p984-993. Sept. 94, p1931-1944. p209-217.
Orthotropic An Effective Characteristic Method for Plastic Plane Structural Load Modeling and Combination for Perform-
Stress Problems, Zongda Yan and Xiaoming Bu, EM ance and Safety Evaluation by Y.-K. Wen, T. Igusa,
Analysis of a Long Thick Orthotropic Circular Cylindri- June 96, p502-506. EM Feb. 96, p183-184.
cal Shell Panel, K. and K. S. Nanjun-
da Rao, EM June 96, p575-579. Plates Probabilistic models
Warping Solution for Shear Lag in Thin-Walled Ortho- Buckling and Neg of Thick Laminates on Pasternak Compressive Behavior of Concrete: Physical Mecha-
tropic Composite Beams, Roberto -Anido and Foundations, Y. Xiang, S. Kitipornchai and K. M. nisms and Modeling, Pierre Rossi, Franz-Josef Ulm
Hota V. S. GangaRao, EM May 96, p449-457. Liew, EM Jan. 96, p54-63. and Fatiha Hachi, EM Nov. 96, p1038-1043.
Oscillations Dynvearmsie c MaSgtnabeitliict y Fioefl dCso,n dJ.u cSt. iLnege , BEeMam -FPelba.t e9s6 , ipn8 9T-r9a4n.s - Probability
AnapIl.5y 5Kt5ia-cz5aal5k 8e.Sv oylcuhti oann df oOr lGeaklslioyp iHn.g VaOsscyillelnaktioo,n s,E M JMuynkeh a9y6!,o Gen9Ae6nr,aa llpyi9sz5i-es1d,0 0HD..i f fDeur,e ntKi.a lM .Q uLaiderwa tuarned MMe.t hKo. d Lifmo,r BEuMc klFienbg. ProREb.aM b iVl.Oi csttF.ii ec9l d6,,S tapJb1ri.0l,1 it2Py-. 10GR.2o b1u.Vs otunlegsasr iso f anSdtr uLc.t urAa.l BSeyrsgtmeamns,,
Oscillations of Bridge Stay Cables Induced by Periodic Postbuckling of veg 4T hick Circular Plates With Probability density functions
Motionso f Deck and/or Towers, A. Pinda tCostoa, J. Edge Elastic Restraint, G.V enkateswara Rao, N. Ra- Conditional Linearization in Nonlinear Random Vibra-
A. C. Martins, F. Branacnod J. L. Lilien, EM July96 , jasekNahidau ranad K. KanRajua, EkM Oact. 94, tion, R. N. Iyengar and D. Roy, EM Mar. 96, p197-
p613-622. p2232-2238. 200.
Plane Solutions of Interface Cracks in Anisotropic Dis- Rectangular Plates Resting on Tensionless Elastic Foun- Equivalence between Kriging and CPDF Methods for
similar Media, Chien-Ching Ma and Jyi-Jiin Luo, EM dation: Some New Results, Ramesh C. Mishra and Conditional Simulation, Masanobu Shinozuka and
Jan. 96, p30-38. Sekhar K. Chakrabarti, EM Apr. 96, p385-387. Ruichong Zhang, EM June 96, p530-538.
1196
SUBJECT INDEX SHOCK WAVES
Nonlinear Rocking Motions. II: Overturning under Ran- Nonlinear Rocking Motions. I: Chaos under Noisy Peri- Reduced-Order Sand Model for Ground Response Analy-
dom Excitations, H. Lin and S. C. S. Yim, EM Aug. odic Excitations, H. Lin and S. C. S. Yim, EM Aug. sis, X. S. Li, EM Sept. 96, p872-881.
96, p728-735. 96, p719-727. Softening-Induced Dynamic Localization Instability:
Probability distribution Nonlinear Rocking Motions. II: Overturning under Ran- Seismic Damage in Frames, Zdenék P. Ba%ant and
dom Excitations, H. Lin and S. C. S. Yim, EM Aug. Milan Jirések, EM Dec. 96, p1149-1158.
CroLsisnienagr SRyasttee msA,n alMy.s isD . oPfa nNdoenyG aaunsds iSa.n T. ReArsipaornasten amo,f 96, p728-735. Spatial Seismic Coefficients, Some Sensitivity Results,
EM June 96, p507-511. Rigidity Zbigniew Zembaty, EM Apr. 96, p379-382.
Probability theory Rigidities of One-Dimensional Laminates of Composite Seismic stability
Non-Gaussian Elliptically Contoured ARMA Models, Materials, Shuguang Li, EM Apr. 96, p371-374. Analysis and Design of ER Damper for Seismic Protec-
Mircea Grigoriu, EM Apr. 96, p334-341. Rings tDiaovni deof HSitlrlu ctaunrde s,M abNeilc osJ orMdaank,r isE, M ScOocttt. A96., Bpu1r0t0o3n-,
Projectile impact Nonlinear Dynamics of Unidirectional, Fiber-Reinforced 1011.
Conacnrde tAen alPyesniest,r atViloand ibmyi rE rMo.d iGnogl dP,r ojGeecotrilgees : C.E xVpreardiimse natnsd TMoarri., 9R6a,o upf2 71A-.2 76R.a ouf and Anthony N. Palazotto, EM Sensitivity analysis
James C. Pearson, EM Feb. 96, p145-152. River flow Recent Advances in Sensitivity Analysis for Thermome-
chanical Postbuckling of Composite Panels, Ahmed K.
Projectiles Turbulence in Open-Channel Flows by Iehisa Nezu and Noor, EM Apr. 96, p. 307.
Constitutive Models for Concrete Penetration Analysis, Hiroji Nakagawa, Ching-Jen Chen, EM June 96, p590.
Vladimir M. Gold, George C. Vradis and James C. Rivers Sensors
Pearson, EM Mar. 96, p230-238. Hydrodynamic Flow Modeling at Confiuence of Two Heep utA cFtieveed baSceki,s miIc: E.R eKsopsoen,s eW .C oEn.t rSoclh mUistienndgo rSft,a ticF . OJuatb--
Public works Streams, K.-H. Wang, T. G. Cleveland, S. Fitzgerald bari and J. N. Yang, EM July 96, p651-659.
Robust H. Control Considering Actuator Saturation. I: and X. Ren, EM Oct. 96, p994-1002.
Theory, J. Geoffrey Chase and H. Allison Smith, EM Rocks Serviceability
Oct. 96, p976-983. Brittle-Ductile Transition in Porous Rocks by Cap Straunccteu rala ndL oaSadf eMtyo deElvianluga tainodn Cboym bYi.n-aKt.i onW enf,o r TP.e rfIgoursma-,
Random variables Model, Vlado A. Lubarda, Sreten Mastilovic and EM Feb. 96, p183-184.
Stochastic BEM—Random Excitations and Time- Jaroslaw Knap, EM July 96, p633-642.
Domain Analysis, Sunil Saigal and Igor Kaljevi¢, EM Rods Shafts
Apr. 96, p342-349. Bicycle-Wheel Spoke Patterns and Spoke Fatigue, Henri Memsubltrsa, nSe. MA.n aHleoignryi chf,o r ESMa inNto-vV.e na96n,t p1To1r1s0i-o1n1:1 2.N ew Re-
Random vibration P. Gavin, EM Aug. 96, p736-742.
Conditional Linearization in Nonlinear Random Vibra- Parameter Models for Estimating In-Situ Tensile Force in Shallow foundations
tion, R. N. Iyengar and D. Roy, EM Mar. 96, p197- Tie-Rods, Stefano Sorace, EM Sept. 96, p818-825. Dynamic Analysis of Axisymmetric Foundations on
200. Poroelastic Media, Gary F. Dargush and Manoj B.
Rubber Chopra, EM July 96, p623-632.
Non-Gaussian Elliptically Contoured ARMA Models,
Mircea Grigoriu, EM Apr. 96, p334-341. ComVparrieastsiioonanl oSfo lBuotniodne,d KBaltoecrkisn a-oDf. SoPfatp oEullaisati c anMda teJraimaels: Shape
Random Response to Periodic Excitation with Correlated M. Kelly, EM Feb. 96, p163-170. A Family of Invariant Stress Surfaces, Steen Krenk, EM
Disturbances, Zhikun Hou, Yunshen Zhou, Mikhail F. Mar. 96, p201-208.
pD1i1m0e1n-t1b1e0r8g. and Mohammad Noori, EM Nov. 96, LarJMgueels yc hS9tk6re,a ,ip n 59CF1hi-an6ni0tg2eh.-o Enlge meLnitu Aannadl ysHiesr beorft SAn.o w,M anGgi,i ntEheMr VerKsaotoinl e ChVoia riaanbdl e-WNaond-eH ooFnl at-LSehee,l l EME leMmaenyt , 96,C hpa4n3g2--
Random Vibration of Mechanical and Structural Systems 441.
by T. T. Soong and Mircea Grigoriu, Dan M. Frango- Rule induction tools
pol, EM Feb. 96, p184. Rule-Based Control Algorithm for Active Tuned Mass Shear
Torsion in Symmetric Structures due to Ground-Motion Dampers, Masato Abé, EM Aug. 96, p705-713. Experimental and Numerical Studies of Shear Layers in
Spatial Variation, Ernesto Heredia-Zavoni and Federi- Granular Shear Cell, Jan-Olov Aidanpaa, Hayley H.
co Barranco, EM Sept. 96, p834-843. Salts Shen and Ram B. Gupta, EM Mar. 96, p187-196.
Random waves ProSbaalbti,l iAst.i cF .C rFeoesps uAmn alaynsdi s D.o f EU. ndMeurngsroon,u ndE MS truMcatru.r e 96i,n Shear deformation
Stochastic Response of Offshore Structures Excited by p209-217. Buckling and Vibration of Thick Laminates on Pasternak
Drag Forces, Arvid Naess and Solomon C. S. Yim, Foundations, Y. Xiang, S. Kitipornchai and K. M.
EM May 96, p442-448. Sand Liew, EM Jan. 96, p54-63.
Small-Strain Response of Random Arrays of Spheres Continuum Model for Analysis of Multiply Connected
Reliability Using Discrete Element Method, Tang-Tat Ng and Perforated Cores, Domenico Capuani, Marco Savoia
Structural Load Modeling and Combination for Perform- Emmanuel! Petrakis, EM Mar. 96, p239-244. and Ferdinando Laudiero, EM Aug. 94, p1641-1660.
aEnMc e Feabn.d 96S,a fpet1y8 3-E1v8a4l.u ation by Y.-K. Wen, T. Igusa, SLoacnadlwiizcedh Lpoaande lsE ffects in High-Order Bending of Sand- StaFbirlaimtey s oafn d CSihrecaurl ar DAerfcohremsa,b lSeu ng-TPihli n-CWhaalnlge,d SunSgp-aBcoe
Reliability analysis wich Panels with Flexible Core, Y. Frostig and M. Kim and Moon-Young Kim, EM Sept. 96, p844-854.
Ignorance Factors Using Model Expansion, Marc A. Baruch, EM Nov. 96, p1069-1076. Shear forces
Maes, EM Jan. 96, p39-45. Scale models Forces in Pile Foundations under Seismic Loading, Amir
Nonclrietnee,a rD anF inMit.e FrEalnegmoepnotl , RYeloinagbi-lHiatyk ALneael yasnids Koafs paCro n-J . Compression Bending of Scale-Model Reinforced- M. Kaynia and Saeed Mahzooni, EM Jan. 96, p46-53.
Willam, EM Dec. 96, p1174-1182. Concrete Walls, James K. Gran and Paul E. Senseny, Shear lag
Probabilistic Stability Robustness of Structural Systems, EM July 96, p660-668. Warping Solution for Shear Lag in Thin-Walled Ortho-
R. V. Field, Jr., P. G. Voulgaris and L. A. Bergman, Sea water corrosion tropic Composite Beams, Roberto Lopez-Anido and
EM Oct. 96, p1012-1021. Mathematical Modeling of Electrochemical Steel Corro- Hota V. S. GangaRao, EM May 96, p449-457.
Residual stress sion in Concrete, G. Balabani¢, N. Bi¢ani¢é and A. Shear rate
Finite Element Analysis of Longitudinally Stiffened Cyl- Durekovi¢, EM Dec. 96, p1113-1122. Granular-Flow Rheology: Role of Shear-Rate Number in
inders in Bending, Q. Chen, A. E. Elwi and G. L. Secondary systems Transition Regime, Cheng-lung Chen and Chi-Hai
Kulak, EM Nov. 96, p1060-1068. Exact Solutions to A Class of Structure-Equipment Sys- Ling, EM May 96, p469-480.
Response spectra tems, Genda Chen and T. T. Soong, EM Nov. 96, Shear walls
Dynamics of Structures: Theory and Applications to p1093-1100. Analysis of Free Vibrations of Tall Buildings, Qiusheng
Earthquake Engineering by Anil K. Chopra, T. Igusa, Sediment transport Li, Hong Cao and Guiqing Li, EM Sept. 94, p1861-
EM Feb. 96, p183. Turbulence in Open-Channel Flows by Iehisa Nezu and 1876.
Simplified Response-Spectrum Seismic Analysis of Non- Hiroji Nakagawa, Ching-Jen Chen, EM June 96, p590. Shell structures
lpi2n8e2a-r 28S5t.r uctures, Roberto Villaverde, EM Mar. 96, Seismic analysis LimCietl luDleasri gCno foffe rAdxaimssy,m meP.t rdiec BuShhealnl s awnidt h A.A pCpolrifcdaitri,o nE Mto
Spatial Seismic Coefficients, Some Sensitivity Results, Procedure for Time-Domain Seismic Analyses of Con- Oct. 96, p921-929.
Zbigniew Zembaty, EM Apr. 96, p379-382. crete Dams, R. Yang, C. S. Tsai and G. C. Lee, EM
Feb. 96, p116-122. Shells
Reynolds number Simplified Response-Spectrum Seismic Analysis of Non- Nonlinear Dynamics of Unidirectional, Fiber-Reinforced
Interactive RANS/Laplace Method for Nonlinear Free linear Structures, Roberto Villaverde, EM Mar. 96, Tori, Raouf A. Raouf and Anthony N. Palazotto, EM
Surface Flows, Hamn-Ching Chen and Sing-Kwan p282-285. Mar. 96, p271-276.
Lee, EM Feb. 96, p153-162. Seismic response Three-Dimensional Analysis of Doubly Curved Laminat-
GRrhaenoulloagry- Flow Rheology: Role of Shear-Rate Number in ForMc.e s Kaiyn nPiial e aFndo unSdaaeteido nMsa huznodoenri , SeEisMm icJa n.L o9a6d,i npg4,6 -5A3m.i r eMda nS hCehlils,, EMCh iMh-aPyi n9g6 , Wpu3,9 1-J4i0a1n.n -Quo Tarn and Shu-
TLrianngs,i tEiMon MaRyeg i9m6e, ,p 46C9h-e4n8g0-.l ung Chen and Chi-Hai Heep utA cFtieveed baSceki,s miIc: E.R eKsopsoen,s eW .C oEn.t rSoclh mUistienndgo rSft,a ticF . OJuatb-- Ver4Ks4ao1to.in l e ChVoia riaanbdl e-WNaond-eH ooFnl at-LSehee,l l EME leMmaenyt , 96,a p43 2-
Rigid-body dynamics bari and J. N. Yang, EM July 96, p651-659.
Criteria for Initiation of Slide, Rock, and Slide-Rock Optimal Polynomial Control of Seismically Excited Line- Shock waves
Rigid-Body Modes, Harry W. Shenton, III, EM July ar Structures, Anil K. Agrawal and Jann N. Yang, EM Shock Waves in Curved Synthetic Cables, A. A. Tjavaras
96, p690-693. Aug. 96, p753-761. and M. S. Triantafyllou, EM Apr. 96, p308-315.
SIMULATION 1996 ANNUAL INDEX
Simulation Probabilistic Stability Robustness of Structural Systems, Stochastic models
Comparison of Some Simulation Algorithms on Basis of R. V. Field, Jr., P. G. Voulgaris and L. A. Bergman, Random Response to Periodic Excitation with Correlated
Distribution, Marc P. Mignolet and Maruvada V. Har- EM Oct. 96, pl012- 1021. Disturbances, Zhikun Hou, Yunshen Zhou, Mikhail F.
ish, EM Feb. 96, p172-176. Stability of Shear Deformable Thin-Walled Space Dimentberg and Mohammad Noori, EM Nov. 96,
Random Vibration of Mechanical and Structural Systems Frames and Circular Arches, Sung-Pil Chang, Sung-Bo p1101-1108.
by T. T. Soong and Mircea Grigoriu, Dan M. Frango- Kim and Moon- Young Kim, EM Sept. 96, p844-854. Stochastic Damage Model for Brittle Materials Subjected
pol, EM Feb. 96, p184. Stability analysis to Monotonic Loading, S. Kandarpa, D. J. Kirkner and
B. F. Spencer, Jr., EM Aug. 96, p788-795.
Simulation of Ergodic Multivariate Stochastic Processes, Stability Analysis of Axisymmetric Thin Shells, Ashu-
George Deodatis, EM Aug. 96, p778-787. tosh Bagchi and V. Paramasivam, EM Mar. 96, p278- Stochastic Parallel-Brittle Networks for Modeling Mate-
Stochastic Parallel-Brittle Networks for Modeling Mate- 281. rRioalmse, o,D. EAM. GFaesbp.a r9i6n,i ,p 1P3.0 -B1o3n7a.c use, L. Powers and A.
rials, D. A. Gasparini, P. Bonacuse, L. Powers and A. Tubular Members. I: Stability Analysis and Preliminary
Romeo, EM Feb. 96, p130-137. Results, Spyros A. Karamanos and John L. Tassoulas, Stochastic processes
Three-Dimensional Sinwlation of Structural es EM Jan. 96, p64-71. Comparison of Some Simulation Algorithms on Basis of
om een. M. Cc. Static tests Distribution, Marc P. Mignolet and Maruvada V. Har-
Zacharopoulos and S. Bitzarakis, iM May ish, EM Feb. 96, p172-176
56.m aa3a31. Evasluultast ioonf Sotfat iDc ynTaesmtisc, lSotsriefn ; . Shokfo lCnoinkc,r etEeM fDreocm. R9e6-, Equivalence between Kriging and CPDF Methods for
Size p1133-1138. Conditional Simulation, Masanobu Shinozuka and
Ruichong Zhang, EM June 96, p530-538.
A MFaarm.i ly96 ,o fp 2I0n1v-a2r0i8an.t Stress Surfaces, Steen Krenk, EM Stationary response Identification of Conditional Stochastic Gaussian Field,
Crossing Rate Analysis of NonGaussian Response of Masaru Hoshiya and Ikumasa Yoshida, EM Feb. 96,
Size effect Linear Systems, M. D. Pandey and S. T. Ariaratnam, p101-108.
Stochastic Parallel-Brittle Networks for Modeling Mate- EM June 96, p507-511. Melnikov Processes and Noise-Induced Exits from a
rials, D. A. Gasparini, P. Bonacuse, L. Powearnds A . Random Response to Periodic Excitation with Correlated Well, Emil Simiu and Michael R. Frey, EM Mar. 96,
Romeo, EM Feb. 96, p130-137. Disturbances, Zhikun Hou, Yunshen Zhou, Mikhail F. p263-270.
Zero-Brittleness Size-Effect Method for One-Size Frac- Dimen’ and Mohammad Noori, EM Nov. 96, Nonlinear Rocking Motions. I: Chaos under Noisy Peri-
ture Test of Concrete, Zdenék P. BaZant and Zhengzhi p1101-1108. odic Excitations, H. Lin and S. C. S. Yim, EM Aug.
Li, EM May 96, p458-468. Statistical analysis 96, p719-727.
Sliding Stochastic Response of Offshore Structures Excited by Nonlinear Rocking Motions. II: Overturning under Ran-
Criteria for Initiation of Slide, Rock, and Slide-Rock Forces, Arvid Naess and Solomon C. S. Yim, dom Excitations, H. Lin and S. C. S. Yim, EM Aug.
Rigid-Body Modes, Harry W. Shenton, III, EM July EM May 96, p442-448. 96, p728-735.
96, p690-693. Statistical distributions Ranbyd oTm. TV.i bSroaotinogn aonfd MeMcihracneai caGlr igaonrdi u,S trDuactnu raMl. SFyrsatnegmos-
Slopes Comparison of Some Simulation Algorithms on Basis of pol, EM Feb. 96, p184.
Finite Analytic Method for Mild-Slope Wave Equation, Distribution, Marc P. Mignolet and Maruvada V. Har- Simulation of Ergodic Multivariate Stochastic Processes,
Xiping Yu, EM Feb. 96, p109-115. ish, EM Feb. 96, p172-176. George Deodatis, EM Aug. 96, p778-787.
Snow Steady state Stochastic Finite-Element Analysis of Soil Layers with
Large Strain Finite-Element Analysis of Snow, Giinther Buckle Propagation: Steady-State Finite-Element Analy- Random Interface, R. Ghanem and W. Brzakala, EM
Meschke, Changhong Liu and Herbert A. Mang, EM sis, André C. Nogueira and John L. Tassoulas, EM Apr. 96, p361-369.
July 96, p591-602. Sept. 94, p1931-1944. Variational Principles Developed for and Applied to
Design Criteria for Pseudoductile Fiber-Reinforced Com- Analysis of Stochastic Beams, I. Elishakoff, Y. J. Ren
Softening posites, Christopher K. Y. Leung, EM Jan. 96, p10-18. and M. Shinozuka, EM June 96, p559-565.
Softening-Induced Dynamic Localization Instability:
SMeiilsamni cJ iraDsaekm,a gEeM iDne c.F ra9m6e, sp, 1 1Z4d9e-n1é15k8 . P. BaZant and StePaldayte-sS,t aItse amuT heAr. mOaklu muBrean,d inEgM Joufn eT h9i6c,k p51R2e-c5t2a0n.g ular SLattoerraaglely taEnxkcist ed Flexible Tanks with Nonuniform Den-
Strength Growth as Chemo-Plastic Hardening in Early Steel sity Liquid, Yu Tang, EM Oct. 96, p948-956.
Age Concrete, Franz-Josef Ulm and Olivier Coussy, Concrete Penetration by Eroding Projectiles: Experiments Strain
EM Dec. 96, p1 123-1132. and Analysis, Vladimir M. Gold, e C. Vradis and Bicycle-Wheel Spoke Patterns and Spoke Fatigue, Henri
Soil layers James C. Pearson, EM Feb. 96, p145-152. P. Gavin, EM Aug. 96, p736-742.
StoRcahansdtoicm FIinntietrefa-cEel,e meRn. t GhAannaleyms isa ndo f WS.o ilB Layers wEitMh Finiinted erEsl emine ntB enAdnianlgy,s isQ .o fC ehen,q ! . ElwSit ifafnedn edG .C yr SmaUlsli-nSgtr aiDni scrReetsep onEslee menoft RMaentdhoomd , ATrarnaygs- Taotf NSpgh eraensd
Apr. 96, p361-369. Kulak, EM Nov. 96, S060. 1668, Emmanuel Petrakis, EM Mar. 96, p239-244.
Mathematical Modeling of Electrochemical Steel Corro-
Soil-pile interaction sion in Concrete, G. Balabani¢, N. Bi¢ani¢é and A. Strain energy
Forces in Pile Foundations under Seismic Loading, Durekovi¢, EM Dec. 96, p1113-1122. Extension and Compression of Elastomeric Butt Joint
M. Kaynia and Saeed Mahzooni, EM Jan. 96, mA Nonlinear Behavior of Composite Columns Under Vary- Seals, Stephen A. Ketcham, Jan M. Niemiec and Greg-
Solutes ing Load Histories, A. Dall’ Asta, EM Aug. 96, p743- ory B. McKenna, EM July 96, p669-677.
752. Strain rate
Unsteady Finite-Analytic Method for Solute Transport in
Ground-Water Flow, Whey-Fone Tsai and Ching-Jen Softening-Induced Fe Localization Instability: Rate-Sensitive Micromechanical Damage Model for Brit-
Chen, EM Feb. 95, p230-243. Seismic e in Frames, Zdenék P. BaZant and tle Solid, Dipankar Chandra and Theodor Krautham-
Milan Jirdsek, Dec. 96, p1149-1158. mer, EM May 96, p412-422.
Space frames
Steel fibers Strength
Stability of Shear Deformable Thin-Walled Space
Frames and Circular Arches, Sung-Pil a Influence of Steel Fibers on Design Stress-Strain Curve Evaluation of Dynamic Strength of Concrete from Re-
Kim and Moon-Young Kim, EM Sept.9 6 for High-Strength Concrete, L. Taerwe and A. Van sults of Static Tests, losif E. Shkolnik, EM Dec. 96,
Gysel, EM Aug. 96, p695-704. p1133-1138.
Spatial analysis
Steel frames Sivess
Stochastic BEM—Random Excitations and Time-
Domain Analysis, Sunil Saigal and Igor Kaljevi¢é, EM Quartic Formulation for Elastic Beam-Columns — An Effective Characteristic Method for Plastic Plane
Apr. 96, p342-349. to Thermal Effects, B. A. Izzuddin, EM Sept.96 , Stress Problems, Zongda Yan and Xiaoming Bu, EM
p861--8 71. June 96, p502-506.
Spatial data Stiffeners A Family of Invariant Stress Surfaces, Steen Krenk, EM
SpaZtibailg niSeewis mZiecm baCtoeyf,f icEiMen tAsp, r. S9o6m,e p3S7e9n-s3i8t2i.vi ty Results, Finiitne deElresmi enn tB eAnnalydsiis Qno.fg CLh,oenn g,i tuAd.i naE.l lyE lwSit ifafnende d G.~ PlaMnaer . So9l6u,t ipo2n0s1 -2o0f8 .I nterface Cracks in Anisotropic Dis-
Spheres Kulak, EM Nov. 96, p1060-1068. similar Media, Chien-Ching Ma and Jyi-Jiin Luo, EM
ExpGerrainmuelnatra l Shaenadr NCuemlle,r icJaaln -OSltouvd ieAsi doafn pSahae,a r HaLayyleerys Hi.n Stiffness SemJiaan.n al9y6,t ipc3a0l- 3S8o.l utions to Griffith Fracture Under Vari-
Shen and Ram B. Gupta, EM Mar. 96, p187-196. Hybrid Inverse Mode Problems for FEM-Shear Models, able Pressure, Albert T. Yeung, EM June 96, p580-
Izuru Takewaki and Tsuneyoshi Nakamura, EM Aug. 584.
Springs, elastic 95, p873-880.
Parameter Models for ——— In-Situ Tensile Force in Rigidities of One-Dimensional Laminates of Composite Stress concentration
Tie-Rods, Stefano Sorace, EM Sept. 96, p818-825. aterials, Shuguang Li, EM Apr. 96, p371-374. Localized Load Effects in High-Order Bending of Sand-
wich Panels with Flexible Core, Y. Frostig and M.
Stability Semicontinuous Mathematical Model for Bending of Baruch, EM Nov. 96, p1069-1076.
Multilayered Wire Strands, Claude Jolicoeur and Alain
BucMkaltirnixg, MIogdoers Raast kiCno inacnidd enJto hnS inRgouolrardiat,i esE Mo f ASutigf.f ne9s6s, Cardou, EM July 96, p643-650. Stress intensity factor
p804-806. Variational Principles Developed for and Applied to Rate-Sensitive Micromechanical Damage Model for Brit-
Analysis of Stochastic Beams, I. Elishakoff, Y. J. Ren tle Solid, Dipankar Chandra and Theodor Krautham-
Elastic Response of Columns After Sudden Loss of Brac- and M. Shinozuka, EM June 96, p559-565. mer, EM May 96, p412-422.
ing, Raymond H. Plaut and Rae-Hak Yoo, EM Apr.
96, p383-384. Stiffness matrix Stress strain relations
Incipient —— Criterion of Two Confined S Buckling Modes at Coincident Singularities of Stiffness Microplane Model for Concrete: I: Stress-Strain Bounda-
posed Fluids, Chin-Hwa Kong and I-Chung Liu, EM Matrix, Igor Raskin and John Roorda, EM Aug. 96, ries and Finite Strain, Zdenék P. BaZant, Yuyin Xiang
Feb. 95, p198-202. p804-806. and Pere C. Prat, EM Mar. 96, p245-254.