Journal of Structural Engineering 1994: Vol 120 Index

61 Pages·1994·15.4 MB·English

SUBJECT INDEX
SUBJECT INDEX
Accelerometers Tests of big = Anchorages Under Monotonic
Structural Damage negeipation from Dynam- Loadings, John F. Bonacci and Jorge Marquez,
ic-Test Data, Juan R. Casas and Angel C. ST Mar. 94, p987-997.
Aparicio, ST Aug. 94, p2437-2450. Approximation
Active control Approximate Formulas for Effective Length of
Seismic Response Control of Bridges by Variable Steel Columns, A. Gordon Smyrell, ST Sept.
Dampers, Kazuhiko Kawashima and Shigeki 94, p2793-2801.
Unjoh, ST Sept. 94, p2583-2601. Simple Method for Approximate Analysis of
Framed Tube Structures, A. K. H. Kwan, ST
Argregates Apr. 94, p1221-1239.
Rough Cracks Subjected to Earthquake Loading,
Joost Walraven, ST May 94, pl 310-1524. Arches
Analytical A _— to Collapse Mechanisms of
Aging Circular Arch, Carlo Blasi and Paolo
Comparative Analysis of Bridge Superstructure Foraboschi, ST.i e 94, p2288-2309.
gn David ——— , Carl R. Beidle-
an, Gerald W. Buetowa n uge Demir, ST Automation
uly 94, p2123-2136. Automatic Truss Desi by Optimized Growth,
Maintaining Reliability of Connects Structures. I: William Keith Rule, . 94, p3063-3070.
Role of Inspectio: eT thc asuhiro Mori and Beam-Buckli hoe ~~. Automated Ray-
Bruce R. Ellingw 1T Mar. 94, p824-845. oo ethod, C. M ang, L. Wang and
Maintaining mane of Concrete Structures. K. Ang, ST Jan. 94, ber
: Optimum Inspection/Repair, Yasuhiro Axial compression
Mori and Bruce R. Ellingwood, ST Mar. 94,
p846-862. Plastic Collapse at Lap Joints in Pressurised Cyl-
inders under Axial Load, Jin-Guang Teng,
Variables Affecting Cyclic Behavior of Reinforc- Jan. 94, p23-45.
ing Steel, J. I. Rest: Posada, L. L. Dodd, R.
Park andN . Cooke, eTf Nov. 3, p3178-3196. Axial loads
Behavior of pe a Continuous Bridge Under
Algorithms Truck Axie Loading, Jane L. Tiedeman, Pedro
Novel Design Algorithms for K Factor Calcula- Albrecht and Lloyd R. Cayes, ST Apr. 93,
tion and Beam-Column Selection, N. Agbay- p1234-1250.
ani, P. Jayachandran and D. Sriram, ST Dec.
93, p3630-3648. Design Aids for Reinforced Concrete Columns,
Bao-Jun Sun and Zhi-Tao Lu, ST Nov. 92,
Sate ya yy Section-Analysis p2986-2995.
Procedure,C . R. Thewalt and B. Stojadinovié¢,
ST Oct.9 4, p3012-3024. Seismic Shear y= of Reinforced Concrete
Columns,M . J. Nigel Priestley, Ravindra Ver-
Aluminum ma and Yan Xiao, ST Aug. 94, p2310-2329.
Simulation q Blast Pressures on Flexible nam. Stability of Columns under Uniform Axial Load
Avinash C. Singhal, Debra Larson, , v4 with Semirigid Connections, J. Dario Aristiza-
Govil and Vikram Karmakar, ST July bal-Ochoa, ST Nov. 94, p3212-3222.
p201 1-2020.
Axisymmetry
Amplification Parametric Study of folate SC ircular-
Deflection Amplification ena for pone gs dDee- Glass Plates,C . V. Girija Vallabhan,Y . C. Das
sign Provisions, Chia-M — and oo Ramasamudra, ST May 94,
aarouf, ST Aug. 94, 2423-243 p1663-1671
Analysis Bars
Compression Response of Cracked Reinforced Bar Yield Penetration in Monotonicall Loaded
Concrete, F. J. Vecchio and M. P. Collins, ST Ancho: . John F. Bonacci, ST ar. 94,
Dec. 93, p3590-3610. p965-98
Postbuckling Behavior of eo Seer Walls Tests of Yielding Anchorages Under Monotonic
under Cyclic Loads, M. ot ai . Caccese Loadings, John F. Bonacci and Jorge Marquez,
and C. Du, ST Feb. 93, p588-60 ST Mar. 94, p987-997.
Seismic eases of Open-Web Truss-Moment Base isolation
Frames, SubhashC . Goel and Ahmad M. Itani,
ST June 94, p1763-1780. Instantaneous timal Control of Building
Frames, C. and Henry T. Y. Yang,
Anchorages ST Apr. 94, p1307-1 26.
Bar Yield Penetration in Monotonicall Loaded Nonlinear Response of Torsionally Coupled Base
Ancho: , John F. Bonacci, ST ar. 94, Isolated Structure, R. S. Jangid and T. K. Dat-
p965-98 ta, ST Jan. 94, p1-22.
3689
1994 ANNUAL INDEX
Beam columns Model for Optimal Design of Reinforced Con-
Advanced Nonlinear ag oy for Reinforced crete Beam, B. K. Chakrabarty, ST Nov. 92,
Concrete A. Izzuddin, C. p3238-3242.
G. Kara’ isa nd A. S. , ST Oct. 94, Nonlinear Finite Element Analysis of Concrete
p2913- Deep Beams, A. Fafitis and Y. H. Won, ST
._ of Adaptive ig a to Reinforced Apr. 94, p1202-1220.
Frames, C. G Ton ba pad3e. Reliability Assessment of Prestressed Concrete
Sas Eineshal, SSTT O ct. 94, p2935- Beams, Ali S. Al-Harthy and Dan M. Frango-
pol, ST Jan. 94, p180-199.
Cyclic Testing of Pultruded Fiber-Reinforced Reliability-Based Design of Prestressed .~——~
rae Connection, Beams, Ali S. Al-Harthy and Dan M. Frango-
MichelB :r uneau and David Walker, ST Sept. pol, STN ov. 94, p3156-3177.
94, 2637-2652.
Shear-Stress Distribution in Symmetrically Tap-
Guidelines for pe Joints between Steel ered Cantilever Beam, Edwin P. Russo and
Beams and orced Concrete Columns, Gregory Garic, ST Nov. 92, p3243-3249.
ASCE Task Committee on Design Criteria for
Composite Structuresi n Steel and Concrete, Simplified Strength Prediction for Cold-Formed
ST Aug.3 4,7 2330-2357, C- and Z-Shapes, R. A. LaBoube, ST June 93,
p1733-1739.
Inelastic and Stability Anlysis of Flexibly Con-
nected Steel Frames pri ra Static Response of Fiberglass Pretensioned
ees z Yaorand'S. C Chan ST Ox s, Rajan Sen, Mohsen Issa, ing Sun
p2803-28 and Mohsen Shahawy, ST Jan. 94, p252-268.
or 1~we for Dented a4 Time-Dependent Behavior of RC Members
. Loh and W. F. Strengthened With FRP Laminates, Nikolaos
Plevris and Thanasis C. Triantafillou, ST Mar.
Nonlinear Analysis ofT wo Wood Mem- 94, p1016-1042.
bers withi nterlayer Sh L. Wheat and Bearing capacity
Jose M. Calixto, STJ une94 ,p 1909-1929.
Ultimate Load Test of Slab-on-Girder Bridge,
Nonlinear tetas Analysis of Steel Beam- Baidar Bakht and Leslie G. Jaeger, ST June 92,
Yong Lin Pi and N. S. p1608-1624.
Trahair, STJ ay9 y+5 2041-2061.
Nonlinear ic Analysis of Steel Beam- Bending
Columns Ir Ae Y LinP ia nd N. Effective Width of Locally Buckled Plates in
Ss. Trahair, ST ood, p2062-2 a ression and Bending, Tsutomu Usami,
Algorithms for K fl Calcula- ay 93, p1358-1373.
Selection, N. Agbay- BasicC onstantsf o:r So Senet em.
ani, P. 7 and D. Sriram, ST Dec. at-Chi ai Tan and Tat-Seng
s93a, gen Lok, ST Oct." Oe p3048.3035.
fecting Distortional Buckling of Inelastic Bending and Torsion of Steel I-Beams,
SeeP eteSere boe Hamid Reza Ronagh Yong Lin Pi and N. S. Trahair, ST Dec. 94,
, ST Nov. 94, p3397-3417.
— of Cyclic Moment-Rotation Response
Capacity of Steel Beam- of Double-Angle Connections, Mario De
nS i Nakashima, ST July 94, Stefano, Antonello De Luca and Abolhassan
Pp - : Astaneh-Asl, ST Jan. 94, p212-229.
Beams Bending moments
Behavior of yg ted Steel Plate in Combined Boun on / Finite Strip Anal-
Culvert, Alan uch, M. id and ysis of Brid“; es, Cheung, Georges Akhras
GlennA . Hazen, ST May 94, p1651-1655. and W. Li, ST Mar. Sa p716-727.
Experimental Verifiocf aBeatm iModoelns f or Flat Plates with Regular and Irregular Column
C, Toshikatsu Ichinose and Katsuki Takigu- Layouts.I: Analysis, Kolbjorn Saether, ST May
chi, ST Aug. 94, p2261-2280. 94, p1563-1579.
i Aashele osf Reinforced Concrete Beams
Fibers, Byung Hwan Ob, ST Flat Plates with Regular and Irregular Column
9 92, p. ers Layouts.II: Numerical Evaluations, Kolbjorn
Saether, ST May 94, p1580-1598.
Fracture Mechanics and Size Effect of Seems
in Tension, TianJxi y Surendra P. Shah an Biaxial bending
Chengsheng Ou Nov. 92, p3169 3185, Design Aids for Reinforced Concrete Columns,
es Wide-Column-Frame Analogy for Bao-Jun Sun and Zhi-Tao Lu, ST Nov. 92,
/Core Wall Analysis, A.K . H. Kwan, ST p2986-2995.
Feb. 93, p420-437. Nonlinear Inelastic Analysis of Steel Beam-
Term Deflection of RC Beams, W. A. M. Columns I: Theory, Yong Lin Pi and N. S.
A. Olorunniwo and K. K Ang. STJ uly Trahair, ST July of,' p2041- 2061.
94, 93220-2226. Nonlinear Inelastic Analysis of Steel Beam-
Material Nonlinear Analysis of Thin-Walled Columns II: Applications, Yon; a Pi and N.
Beams, A. Proki¢, ST Oct. 94, p2840-2852. S. Trahair, ST July 94, p2062-208
SUBJECT INDEX
Biaxial stress Bridge decks
Stress-Strain Curves for Brick Masonry in Biaxial Bond Si of Welded Wire Fabric in Con-
Compression, Krishna Naraine and Sachchi- crete Bri Decks, Bilal M. Ayyub, Naji Al-
danand Sinha, ST June 92, p1451-1461. — and Peter Chang, ST Aug. 94, p2520-
Blast loads
Deformations in Composite Prestressed Concrete
Simulation of Blast Pressures on Flexible rence, Bridge Deck Panels, Robert E. Abendroth, ST
Avinash C. Singhal, Debra > _- "4 Nov. 94, p3223-3242.
Govil and Vikram Karmakar, ST July
p201 1-2020. Moments in Deck Slabs Due to Cantilever Loads,
Aftab A. Mufti, Baidar Bakht and Leslie G
Bolts Jaeger, ST June 93, p1761-1777.
3D Simulation of EndPlate Bolted Connections, Splicing Strength of Welded Steel Mesh in Con-
Archibald N. Sherbourne and Mohammed R. crete Bridge Decks, Bilal M. Ayyub, Naji Al-
Bahaari, ST Nov. 94, p3122-3136. oe and Peter Chang, ST Aug. 94, p2532-
Effect of Bolt Slippage on Ultimate Behavior “
Lattice Structures, S. Kitipornchai, F. G. Welded Wire Fabric for Bri ,-- Ultimate
Al-Bermani and A. H. Peyrot, ST Aug. 94, Strength and Ductility, Bilal b, Peter
p2281-2287. oe and Naji A. AL Mutaiti. June 94,
p1866-1881.
Bonding Welded Wire Fabric for — Il. : Fatigue
Behavior ofS ie orgy xy Concrete Composite Strength, Bilal M. Ayyub, Peter C. and
Beams, M. F Gordaninejad and N. Naji A. Al-Mutairi, S June 94,“ p1882- 18 2
Wehbe, ston oa, p2958-2976.
Simplified Calculation Method for Force Trans- Bridge design
fer in Composite Columns, Jan A. Wium and Collapse Loads of Continuous Skew Composite
Jean-Paul Lebet, ST Mar. 94, p728-746. Bridges, Alaa Helba and John B. Kennedy, ST
May 9o4a, p 1395-1414.
Bonding strength Parametric Study on Collapse Loads of Skew
Bond Strength of Welded Wire Fabric in Con- Composite Bridges, Alaa Helba and John B.
crete Bridge Decks, Bilal M. Ayyub, Naji Al- Kennedy, ST May 94, p1415-1433.
— and Peter Chang, ST Aug. 94, p2520-
Bridge failure
Vibration Testing for Nondestructive Paponion
Boundary element method of Bridges. I: Theory, Mahmod M. Samm
Combined Boun Element / Finite Strip Anal- and Mrinmay Biswas, ST Jan. 94, 7269-289.
ysis of Bridges, M. S. Cheung, Georges Akhras Vibration Testing for Nondestructive Evaluation
and W. Li, ST Mar. 94, p716-727. of Bridges. II: Results, Mahmod man
and Mrinmay Biswas, ST Jan. 94, p290-306.
Box girders
Rotational Centers of Plates R Distor- Bridge inspection
tion of Box Girders, Tsuneo Usuki, ST Sept. Safety Analysis of Suspension-Bridge Cables:
94, p2602-2622. Williamsburg Bridge, John Matteo, George
Deodatisa nd David P. Billington, ST Nov. 94,
Bracing p3197-3211.
Behavior of Gypsum-Sheathed Cold-Formed
Steel Wall Studs, Thomas H. Miller and Teo- Bridge tests
man Pekoz, ST May 94, p1644-1650. Applications of Field Testing to Bridge Evalua-
Design Strengths of Cold-Formed Channels in tion, Fred Moses, Jean Paul Lebet and Rolf
Bending and Torsion, K. T. Kavanagh and D. Bez, ST June 94, p1745-1762.
S. Ellifritt, ST May 94, p1599-1607. Old Concrete Slab Bridges. I: Experimental In-
vestigation, A. Azizinamini, T. E. Boothby, Y.
Elastic > Strength of Gusset Plate ot = and G. Barnhill, ST Nov. 94, p3284-
nections r Cheng, Michael C.
Yam andS . Z. Hu T Feb. 94, p538-559.
Grout Repair of Dented Offshore Tubular Brac- Bridges
ing—Experimental Behavior, James M. Ricles, Analytical Model for Steel-Jacketed RC Circular
Troy E. Gillum and William Lamport, ST July — e Columns, Y.H. , M. . Priestley
94, p2086-2107. . Seible, ST Aug. 94, p2358-2376.
Per of Field Testing to Bridge Evalua-
Brick masonry tion, Fred Moses, Jean Paul Lebet and Rolf
Stress-Strain Curves for Brick Masonry in Biaxial Bez, ST June 94, pl 745-1762.
Compression, Krishna Naraine and Sachchi-
danand Sinha, ST June 92, p1451-1461. Different Approaches to Rating Slab yt vi
kas Huria, Kuo-Li Lee and Ahmet
Bridge abutments 4 ST Oct. 94, p3056-3062.
Investigation of Performance of Bridge Abut- ISDP: Integrated Approach to Seismic Design of
ments in Seismic Regions, Raj Sid han, Reinforced Concrete Structures, William C.
Mahmoud El-Gamal and Emanuel A. Mara- Stone and Andrew W. Taylor, ST Dec. 94,
gakis, ST Apr. 94, p1327-1346. p3548-3566.
eiper brys t Element Ao)y sis of Dee Bridges, continuous
ed RC M.S hahrooz, I. K. Behavior of Two-Span Continuous Bridge Under
Sine Vag wee Ly Cc Truck Axle Loading, Jane L. Tiedeman, Pedro
van der Veen, R. H. Iding and R. A. Miller, ST Albrecht and Lloyd R. Cayes, ST Apr. 93,
Feb. 94, p422-440. p1234-1250.
?rediction of Observed Bridge Response with
aoe Interaction, N. Makris, D. Finite Element Modeling of Continuous Postten-
Badoni,E . Delis and G. Gazetas, ST Oct. 94, sioned Voided Slab Bridges, Rajan Sen,
p2992- 3011. Mohsen Issa, Xianghong Sun and Antoine
Gerges, ST Feb. 94, p651-667.
Prestress Force Effect on attics Frequency of
Concrete B:— . Saiidi, B. Douglas and S. Bridges, girder
Feng, ST July p2233-2241. Combined Boun Element / Finite Strip Anal-
Seismic Response Control of Bridges by Variable ysis of Bri . S. Cheung, Georges Akhras
Dam Kazuhiko Kawashima and Shigeki and W. Li, ST Mar. 94, p716-727.
Unjoh, ST Sept. 94, 2583-2601.
Moments in Deck Slabs Due to Cantilever Loads,
Theoretical and Ex; tal Evaluation of FRP Aftab A. Mufti, Baidar Bakht and Leslie G
pe ag ah S Sotiris N. Sotiro- Jaeger, ST June 93, p1761-1777.
grag V. S. and Ahmed N.
Mongi, ST Feb. 94, 5. Ultimate Load Test of Slab-on-Girder Bri
Vibration Testing for Nondestructive Evaluation Baidar Bakht and Leslie G. Jaeger, ST June 92,
of Bridges. I: Mahmod M. Samman p1608-1624.
and Mrinmay Biswas, ST Jan. 94, p269-289.
Vibration Testing for Nondestructive Evaluation Bridges, highway
of Bridges. II: R Mahmod M. Samman Dynamic Behavior of Slant- .- Frame
and Mrinmay Biswas, ST Jan. 94, p290-306. Highway Bridge, Ton-Lo mgzhou
ry ge Mohsen Shahawy, ST Mar. 94,
Bridgboex sgir,de r p885-902.
Prestress Influence on Shear- Effect in Con- Evaluation of meg , 4R e mie ey of
tinuous Box-Girder Bridge, S ih Toh Chang, Highway a J anjo, George Stu-
ST Nov. 92, p3113-3121. khart and Ray ri 3 ~ ‘94, p81-99.
Bridges, cable-stayed i Factors for Simple-Span Highway Girder
Estimation 4 =~? Ratio of Cable-Stayed dges, Dongil and Heehyun Lee, ST
Bridges for oe Kazuhiko Mar. 94, p704-715
KTauwnaomsohtiom,a , ST SAhpirg. e9k3i,” p U1n0j1o5-h1 03a1n.d Meguru Optimal Leng of Structural Concrete Bridge
System: Z. Cohn and Z. Lounis, ST Sept.
Modal Identification of Cable-Stayed Pedestrian 94, 50683 2674,
Bridge, Mack G. Gardner-Morse and Dryver
R. HustonS,T Nov. 93, p3384-3404. Bridges, long span
Wind-Induced Nonlinear Lateral-Torsional Finite Element-Based Flutter Analysis of Cable-
|o e | of Cable-Stayed Bri Virote Suspended Bridges, Ahmad Namini, Pedro Al-
inyo, Hitoshi _ and Toshio Mi- oy and Harold Bosch, ST June 92, p1509-
a Feb. 94, p486-506. 1 ;
Bridges, composite
Bridges, steel
Loads of Continuous Skew Composite
Bridges, Alaa Helba and John B. Kenn Accurate and Rapid Determination of Fatigue
May 94, p1395-1414. Damage in Steel Bridges, C. Hahin,
South, J. Mohammadi and R. K. Polepeddi, ST
Comparative Analysis of Bridge Seereteene Jan. 93, p150-168.
ey David V , CarlR . Beidle-
man, Gerald W. Buetow and Muge Demir, ST Bridge Diaphragm Elements with Partial Warp-
July 94,p 2123-2136. ing Restraint, C. C. Fu and Yao T. Hsu, ST
Parametric Study on Loads of Skew Nov. 94, p3388-3395.
Composite Bridges, Alaa Helba and John B. Fatigue-Reliability Evaluation of Steel Bridges,
Kennedy, ST May 94, p1415-1433. Zhengwei Zhao, Achintya Haldar and Florence
Bridges, concrete L. Breen, Jr., ST May 94, p1608-1623.
Destructive Testing of Decommissioned Con- Fatigue-Reliability Updating Through Inspec-
creSlatb Beridg e, R.A . Miller,A . E. Aktan and tions of Steel Bridges, qo Zhao, Achiny-
B. M. ShahrSoTo Juzly, 9 4,7 3176-2198. ta Haldar and Florence L. Breen, Jr., ST May
Nonlinear Finite Element Analysis of RC Slab 94, p1624-1642.
Bridge, Vikas Huria, Ku—o- — Lee and A. Safety Analysis of Suspension-Bridge Cables:
Emin Aktan, ST Jan. 93, p88-10 Williamsbu ars John Matteo, George
Old Concrete Slab Bridges. I: Ex ne 4 Deodatisa nd David P. Billington, ST Nov. 04,
ee, ‘ Azizinamini, T. E. eM p3197-3211.
G. Barnhill, ST Nov. - %P p 284-
Bridges, suspension
Old Concrete Slab Bridges. II: Analysis, A. Aziz- Vibration of Suspension Bridges Under Vehicu-
inamini, Y. Shekar,-T. E. Boothby and G. lar Movement, P. K. Chatterjee, T. K. Datta
Barnhill, STN ov. 94, p3305-3319. and C. S. Surana, ST Mar. 94, p681-703.
SUBJECT INDEX BUILDINGS
Bridges, wooden Unstiffened Strip Approach for Perforated Wall
Guardrail in Posttensioned Timber-Bridge "Fai Studs, Thomas H. Miller and Teoman Pekoz,
men, Richard M. Gutkowski, Patrick J. Pelli- ST Feb. 94, p410-421.
cane and Jean-Francois Kalin, ST Dec. Wind-Induced Nonlinear Lateral-Torsional
p3435-3455. Buckling of Cable-Stayed Bridges, Virote
Brittle failure my Hitoshi Yamada and Toshio Mi-
yata, ST Feb. 94, p486-506.
Fracture Size Effect: Review of Evidence for
Concrete Structures, Zdenék P. BazZant, JoSko Building codes
Ozbolt and Rolf Eligehausen, ST Aug. 94, Dual-Level Aqgoces: for Seismic Design of
p2377-2398. Asymmetric-Plan Buildings, Rakesh K. Goel
Buckling and Anil K. Chopra, ST Jan. 94, p161-179.
Beam-Bucklin; hae ~~ Automated Ray- Earthquake Response of Flat-Slab Buildings, Ah-
leigh-Ritz Method, C. M ar L. Wang and mad J. Durrani, T. Mau, Amr Ahmed
K. K. Ang, ST Jan. 94, p200-21 AbouHashish and Yi Li, ST Mar. 94, p947-
Behavior of Gypsum-Sheathed Cold-Formed 4.
Steel Wall Studs, Thomas H. Miller and Teo- Evaluation of Code Accidental-Torsion Provi-
man Pekoz, ST May 94, p1644-1650. sions from Building Records, Juan Carlos De la
Buckling Behavior of Square-and-Diagonal Dou- og and Anil K. Chopra, ST Feb. 94, p597-
ble-Layer Grid, Toshitsugu Saka and Yoshiya 16.
Taniguchi, ST Apr. 94, p1088-1102. Period-Dependent Effects in Seismic Torsional
Buckling Strength of Wood Power Poles Usin Response of Code Systems, Adrian M. Ch
Finite Elements, A. B. Peabody and J. dier, Joseph C. Correnza and Graham L.
Wekezer, ST June 94, p1893-1908. Hutchinson, ST Dec. 94, p3418-3434.
Cause of Deformed Shapes in Cooling Towers, Reliability Assessment of Prestressed Concrete
Jean-Francois Jullien, Waeil Aflak and Yvan s, Ali S. Al-Harthy and Dan M. Frango-
L’Huby, ST May 94, pl471- 1488. pol, ST Jan. 94, p180-199.
Column Design in Steel Frames under Gravity Reliability of Short and Slender Reinforced-
soem Oscar de Buen, ST Oct. 92, p2928- Concrete Columns, Sonia E. Ruiz and J. Cipri-
ano Aguilar, ST June 94, p1850-1865.
Ce ion-M t Models for S; Trusses: Roof-Snow Load Seismic-Design Calcula-
Review, one Niurthe Smith, Aug. 94, tions, Michael J. O’Rourke and Robert S.
p2399-2407. Speck, ie ST Sept. 92, p2338-2350.
Design of Cantilever Steel Beams: Refined Ap-
proach, Hesham S. Essa and D.J . Laurie Ken- Stability of Columns under Uniform Axial Load
nedy, ST Sept. 94, p2623-2636. with Semiri‘ oy Connections, J. Dario Aristiza-
bal-Ochoa, ST Nov. 94, p3212-3222.
oe. Strengths of My ey Channels in
diannd gTors ion, K. T. Kavanaangdh D . State-of-the-Art Report on Seismic Performance
S Ellifrte, ST May 94, p1599-1607. of Unreinforced Masonry Buildings, Michel
Bruneau, ST Jan. 94, p230-251.
Elastic ——® es heCo me Plate Con-
nections, J. por ree ichael C.
Yam andS . Z. Hu. T Feb. 994,4 3 538-399. Cueto to Minimize Floor Vibrations —
Finite Element Method for Buckling Analysis of Building Occupants, Sarah E. Mouri
Plate Structures, Chee-Kiong Chin, Faris G. A. Bruce R. Ellingwood, ST Feb. 94, p307- 5 wg
Al-Bermani and Sritawat Kitipornchai, ST
Apr. 93, p1048-1068. Improved Wide-Column-Frame Analogy for
heawCore Wall Analysis, A. K. H. Kwan, ST
Flexural Strength a4 Fusties Beams, Deric J. Feb. 93, p420-437.
Oehlers, Howari t and Matthew J.
Burnet, ST Feb. 94D, 378 93. Building frames
intone Bending and Torsion of Steel I-Beams, Instantaneous timal Control of Building
Lin ' and N. S. Trahair, ST Dec. 94, Frames, C. C. and HenryT . Y. Yang,
yas 17-3417 ST Apr. 94, p1307-1326.
Load-Eccentricity Effects on Cold-Formed-Steel Resistance Mechanisms in RC Buildi Frames
Lipped-Channel Columns, Thomas H. Miller Subjected to Column Failure, Haluk Sucuoglu,
and Teoman Pekoz, ST Mar. 94, p805-823. aksa. e and Sinan Altin, ST Mar. 94,
Nonlinear Analysis of Space Trusses, Erling Mur-
tha-Smith, Sf sept 9S4,a np2d7 17-2736.
omuiee
Parameters Affecting Distortional Buckling of
Tapered Steel Members, Hamid Reza Ronagh a. Shear Lag 2 Framed-Tuboep See.
and Mark Andrew Bradford, ST Nov. 94, and A. K. Nagpal, ST Nov
p3137-3155. p3105-3121.
Simplified Strength Prediction for Cold-Formed State-of-the-Art Report on = Performance
C- and Z-Shapes, R. A. LaBoube, ST June 93, of Unreinforced Masonry Buildings, Michel
p1733-1739. Bruneau, ST Jan. 94, p230-251.
Slenderness K factor for Leaning Columns, J. Story-Drift Shear and OTM Estimation from
oy Aristizabal-Ochoa, ST Ort. 94, p2977- Building Seismic Records, S. T. Mau and V.
Aruna, ST Nov. 94, p3366-3385.
3693
1994 ANNUAL INDEX
Cables Buckling Behavior of Square-and-Diagonal Dou-
Cable Systems with Elastipc ny ag Elements, ble-Layer Grid, Toshitsugu Saka and Yoshiya
James W. Charland, Alan Hernried and Taniguchi, ST Apr. 94, p1088-1102.
Marvin R. Pyles, ST Dec. 94, p3649-3665. Plastic Collapse at Lap Joints in PressurisedC 7
Safety Analysis of Suspension-Bridge Cables: inders under Axial Load, Jin-Guang Teng,S T
Willi Bri John Matteo, George Jan. 94, p23-45.
Deodatis and David P. Billington, ST Nov. 94, Collapse load
p3197-3211. Collapse Loads of Continuous Skew Composite
Calibration Bridges, Alaa Helba and John B. Kennedy, ST
May 94, p1395-1414.
Calibration of Current Factors in LRFD for
Parametric Study on Collapse Loads of Skew
Composite Bridges, Alaa Helba and John B.
Kennedy, ST May 94, p1415-1433.
Cantilevers Columns
Design of Cantilever Steel Beams: Refined Ap- — Model for Steel- ~§ RC Circular
proach, Hesham S. Essa and D. J. Laurie Ken- Columns, Y. . J. N. Priestley
nedy, ST Sept. 94, p2623-2636. a . Seible, ST Aug. 94, 02358-2376.
Column Design in Steel Frames under Gravity
Shear-Stress Distribution in Symmetrically Tap- aoe Oscar de Buen, ST Oct. 92, p2928-
ered CantilevBeearm , EdwinP . Russo and
Gregory Garic, ST Nov. 92, p3243-3249.
Design Aids for Reinforced Concrete Columns,
Cellular structures Bao-Jun Sun and Zhi-Tao Lu, ST Nov. 92,
Torsion of Regular Multicellular Members, Don- p2986-2995.
aldL .D ean, ST Dec. 94, p3675-3678. Effects of Confinement on Concrete Columns:
Plasticity Approach, A. I. Karabinis and P. D.
Channel design Kiousis, ST Sept. 94, p2747-2767.
i Lf Ceeeer uet Channels » K-Factor for Columns in any Type of Nea yo
Bending an vanagh and tion: Nonparadoxical Approach, J. Dario
S. Ellifritt, ST Man 34,i 399 1607 tizabal-Ochoa, ST Apr. %,p 1272-1290.
Climatic data Load-Eccentricity Effects on Cold-Formed-Steel
Estimating Ground Snow Loads Using Local Cli- Lipped-Channel Columns, Thomas H. Miller
Data, Kenneth J. Fridley, Kathy A. and Teoman Pekoz, ST Mar. 94, p805-823.
Roberts and J. Bryan Mitchell, Dec. 94, Reliability of Short and Slender Reinforced-
p3567-3576. Concrete Columns, Sonia E. Ruiz and J. Cipri-
ano Aguilar, ST June 94, p1850-1865.
Cloforsm seoludtio ns
Resistance Mechanisms in RC Building Frames
K-Factor for Columns in any Type of Construc- Subjected to Column Failure, Haluk Sucuoglu,
tion: N , J. Dario Aris- eas—. and Sinan Altin, ST Mar. 94,
tizat ST Apr. 94, p1272-1 290.
Codes canis Shear Strength of Reinforced Concrete
Codification <>Wi nd-Pressure Coefficients for Columns, M. J. “ae Priestley, Ravindra Ver-
Multispan Gable Theodore Statho- ma and Yan Xiao, ST Aug. 94, p2310-2329.
poulos and Patrick Saathoff, ST Aug. 94, Simplified Strength Prediction for Cold-Formed
p2495-2519. - and Z-Shapes, R. A. LaBoube, ST June 93,
p1733-1739.
Slenderness K factor for Leaning Columns, J.
Cold-Formed no Aristizabal-Ochoa, ST Oct. 94, p2977-
ThomasH . Miller and Teo-
man Pekoz, ST oe94, p1644-1650. th Soof mCo lumns under Uniform Axial Load
Dye Seat of y aa Channels i ar Connections, J. Dario Aristiza-
Bending and Torsion, K. T. Kavanagh and D. -Ochoa, ST Nov. 94, p32i2-3222.
S Elif, ST Mar 94,p 1599-1607.
‘one supports
yay me Rh ne Confining Reinforcement for Concrete Columns,
pa ey = Columns, Thomas H. Miller S. Watson, F. A. Zahn and R. Park, ST June
Teoman Pekoz, ST Mar. 94, p805-823. 94, p1798-1824.
Sayeed Seah Prediction for Cold-Formed Simulated Seismic Load Tests on Reinforced
R. A. LaBoube, ST June 93, Concrete Columns, S. Watson and R. Park, ST
pita 739. June 94,“ 71825-1849.
Unstiffenaedf Sulp Appeeash for Perforated Wall Composite beams
Studs, Thomas iller and Teoman Pekoz,
ST Feb. 94, p410-421. Behavior ofb g iory xy Concrete Composite
Beams,M . Saiidi, E Gordaninejad and N.
Wehbe, ST Oct. 94, p2958-2976.
to Collapse Mechanisms of Creep Effects in Composite Beams with Flexible
Circular i ak Coarloo Blasi and Paolo Shear Connectors, Angelo M: Tarantino
Foraboschi, ST Aug. 94, p2288-2309. and Luigino Dezi, ST Aug. 92, p2063-2081.
SUBJECT INDEX CONCENTRATED LOADS
Creep in Composite Continuous Beams. II: Para- Competing Senter Models for S; ice Trusses:
metric Study, Luigino Dezi and lo Marcel- Review, a Murtha-Smith, Aug. 94,
lo Tarantino, ST July 93, p2112-2133. p2399-2407.
Experimental and Numerical Studies of Compos- Effective Width of Locally Buckled Plates in
ite Beams Exposed to Fire, Dietmar Hosser, a ression and Bending, Tsutomu Usami,
Thomas Dorn and Osama Ei-Nesr, ST Oct. 94, ay 93, p1358-1373.
p2871-2892. ‘aan Buckling Strength of Gusset Plate Con-
Fiber-Optic B Grating Sensor for Nonde- nections, J. J. Roger Cheng, Michael C. H
structive Evaluation of Composite Beams, Yam and S. Z. Hu, ST Feb. 94, p538-559.
Benxian Chen, M. H. Maher and Edward G. Heterogeneous Hardeni ag Model i
Nawy, ST Dec. 94, p3456-3470. Concrete, H. C. CChhaann. , ¥. K. Cheung and Y.P .
Flexural Strength of Profiled Beams, Deric J. Huang, ST Jan. 94, p46-62.
Oehlers, Howard D. Wright and Matthew J. Stress-Strain Curves for Brick Masonry in Biaxial
Burnet, ST Feb. 94, p378-393. Compression, Krishna Naraine and Sachchi-
Reinforced Concrete Beams with Plates Glued to danand Sinha, ST June 92, p1451-1461.
Their Soffits, Deric John Oehlers, ST Aug. 92,
p2023-2038. Computer analysis
Shear Connection in Haunched Composite Simulation of Blast Pressures on Flexible Panels,
Beams with Sloping Sides, Deric John Oehlers Avinash C. Singhal, Debra Larson, Sanjay
and Sung Moo Park, ST July 94, p2227-2232. Govil and Vikram Karmakar, ST July 94,
p2011-2020.
Simplified Creep Analysis of Composite Beams
with Flexible Connectors, Luigino Dezi, Carlo Computer
lanni and Angelo Marcello Tarantino, ST May 3D Simulation of EndPlate Bolted Connections,
93, p1484-1497. Archibald N. Sherbourne and Mohammed R.
Composite columns Bahaari, ST Nov. 94, p3122-3136.
Ductility of Sungate Pains Steel Box Columns Elastic Critical Loads for Plane Frames by Trans-
under Cyclic Loa oor Tsutomu Usami and fer Matrix Method, Stavros Syngellakis and
Hanbin Ge, ST July 94, p2021-2040. Esmat S. Kameshki, ST Apr. 94, p1140-1157.
Seismic Performance of Steel-Encased Composite Fetiemegee Zesemsten for Pseudodynamic
Columns, James M. Ricles and Shannon D. Pa- ts, Chris Thewalt and Mauricio Roman, ST
boojian, ST Aug. 94, p2474-2494. Feng9 4, p2768-2781.
Slenderness K factor for Leaning Columns, J.
Composite materials _— Aristizabal-Ochoa, ST Oct. 94, p2977-
Finite Element Analysis of Thin-Walled Curved
Beams Made of Composites, G. S. Palani and
Sundaramoorthy Rajasekaran, ST Aug. 92, Computer models
p2039-2062. Assessment of Risk of Thermal Cracking in
Hardening Concrete, Mats Emborg and Stig
Composite structures Bernander, ST Oct. 94, p2893-2912.
Acciun raCteo mpEosstiitmea tioMna soofn rIyn terWfaalcles , SheSaurb haSsthre sseCs. DesBiagon- JuAni dsS ufno r aRnedi nfZohric-eTda o CoLnuc,r etSeT CNoolvu.m ns92,,
Ap9n9a8n-d1 01a5n.d M. Ayubur Rahman, ST Mar. 94, p2986-2995.
Deformations in Composite Prestressed Concrete Computer programs
Bridge Deck Panels, Robert E. Abendroth, ST Novel Design Algorithms for K Factor Calcula-
Nov. 94, p3223-3242. pay and Beam-Column Selection, N. Agbay-
Guidelines for Design of Joints between Steel i, P. Jayachandran and D. Sriram, ST Dec.
Beams and Reinforced Concrete Columns, 93,' p3630-3648.
ASCE Task Committee on Design Criteria for Stable Reinforced-Concrete Section-Analysis
Composite Structures in Steel and Concrete, Procedure, C. R. Thewalt and B. Stojadinovié¢,
ST Aug. 94, p2330-2357. ST Oct. 94, p3012-3024.
Seismic Performance of Steel-Encased Composite Computer software
Columns, James M. Ricles and Shannon D. Pa-
boojian, ST Aug. 94, p2474-2494. Nonlinear Finite Element Analysis of RC Slab
Bridge, Vikas Huria, Kuo-Li Lee and A.
ae 7; Calculation Method for Force Trans- Emin Aktan, ST Jan. 93, p88-107.
fer in Composite Columns, Jan A. Wium and
Jean-Paul Lebet, ST Mar. 94, p728-746. Computerized design
Steel-Deck-Reinforced Concrete Diaphragms. I, Automatic Truss Desi timized Growth,
W. Samuel aoeting and Max L. Porter, ST William Keith Rule, . 94, p3063-3070.
Feb. 94, p560-576. Spread of Plasticity—Quasi-Plastic-Hinge Ap-
Sieh eh Sel trnees Concrete Diaphragms. II pee. Mourad R. Attalla, Gone G. Deier-
Samuel Easterling and Max L. Porter, st ein and William McGuire, Aug. 94,
Feb. 94, p577-596. p2451-2473.
Compression Concentrated loads
Compression Response of Cracked Reinforced Moments in Deck Slabs Due to Cantilever Loads,
Concrete, F. J. Vecchio and M. P. Collins, ST b A. Mufti, Baidar Bakht and Leslie G.
Dec. 93, p3590-3610. Jaeger, ST June 93, p1761-1777.
3695
Concrete Concrete construction
Assessment of Risk of Thermhal y -, Analysis of Concrete Construction Live Loads on
Hardening Mats Em an tig Newly Poured Slabs, Karshenasan
Bernander, ST Oct. 94, p2893-2912. Haitham Ayoub, ST May 94, p1525-1542.
ae 1. of Welded Wire Febric in Con- Survey Results for Concrete Construction Live
a Ayvub, Naji Al- Loads on Newly Poured Slabs, Haitham Ayoub
Matina nd Peter Chang,S T Aug. 94, p2520- and Saeed Karshenas, ST May 94, p1543-1562.
Creep Effects in Composite Beams with Flexible Concrete deterioration
Shear Connectors, La Marcello Tarantino Destructive Testing of Decommissioned Con-
and Luigino Dezi, ST Aug. 92, p2063-2081. on Slab Bridge, R. A. Miller, A. E.A ktan
M. Shahrooz, ST July 94, 03176-2198.
Creep in Composite ae Beams. II: Para-
metric Study, and - Marcel- ouiouaen
lo Tarantino, ST eS p2112-21 Dynamic Modeling { Slab Formwork om
Effects | A ee ? ~ aor Columas: Concrete Placement, Saeed Karshenas
I. Karabinis and P. D. Stephen M. Heinrich,S T July 94, p2199-2217,
Kiousis,S T - 94,A o747 2767
Finite Element M of Concrete Expansion Concrete, prestressed
and Confinement, F. . Vecchio, ST Sept. 9. rithm for Hysteresis Analysis of Prestressed-
p2390-2406. mcrete Frames, Xiaozu Su and Bolong Zhu,
ST June 94, p1732-1744
Fracture Mechanics and Size — g Goaseste
in Tension, Tianyxai ng. SP'Nov.5 P. Shaha n Comparative Analysis of Bridge Superstructure
Chengsheng Ou: Nov. 922, pies 3185. my David Veshosky, Carl R. Beidle-
Heterogeneous Plasticity Model for an, Gerald W. Buetow and Muge Demir, ST
ConcrHe. tC.e C,ha n, Y. K.C heuannd Yg. P. uly 94, p2123-2136.
Huang, ST Jan. 94, p46-62. Daten in Composite Prestressed Concrete
Nonlinear Finite Element Analysis of Concrete Deck Panels, Robert E. Abendroth, ST
A. Fafitis and Y H. Won, ST Now 94, p3223-3242.
Apr. 94, p1202-1220. Design of Prestressed Hollow Core Slabs with
Optimal on of Structural Concrete Bridge Reference to Web Shear Failure, Lin Yang, ST
Systems,M . Z. Cohn and Z. Lounis, ST Sept. Sept. 94, p2675-2696.
94, 2653-2674, Fatigue of Prestressed Concrete Beams with In-
~— Number of Specimens for Sametyie clined Strands, John F. Muller and Peter F.
Tests of Concrete, Todorka Paskov: Dux, ST Apr. 94, p1122-1139.
and ian Meyer, ST July 94, p2242- 247. Predicting Creep and Shrinkage Effects
Predic:i Creep and Shrinkage Effects amg Concrete Ss A. S. Prasada
Cracked Concrete Elemen Rao,R . Jayaraman, V. Vimalanandam and S.
Rao, R. J a Vv. aVI an as. Sai Babu, ST Sept. 94, p2784-2792.
Sai Babu, ST — 3g oatee
Prestress Force Effect on Vibration Frequency of
and Shrinkage Ef- Concrete Bri . M. Saiidi, B. Douglas and S.
Ree O wLeTe E elchers, ST Sept. 92, Feng, ST July 94, p2233-2241.
p2323-23 7,
Reliability Assessment of Prestressed Concrete
Rough Cracks Subj to Earthquake Loading, Beams, Ali S. Al-Harthy and Dan M. Frango-
Joost Walraven, ST May 94, p1510-1524. pol, ST Jan. 94, p180-199.
Shear Connection in Haunched Composite Reliability-Based Design of Prestressed Concrete
Beams with ing Sides, Deric John Oehlers Beams, Ali S. Al-Harthy and Dan M. Frango-
and Sung Moo ST July 94, p2227-2232. pol, ST Nov. 94, p3156-3177.
Simplified Calculation Method for Force Trans-
fer in Composite Columns, Jan A. Wium and Stress and Strain in Curved Noncracked Con-
Jean-Paul Lebet, ST Mar. 94, p728-746. cGrheatlei , MSeTm beFerbs., 94M, apk5o2t7o- 53K7a.w akami and Amin
Simplified Creep Analysis of Compose Beams
wah FFlleexixbil e Connectors, Luigino Dezi, Carlo Concrete, reinforced
aon Marcello Tarantino, ST May Advanced Nonlinear Formulation for Reinforced
93, p1484-14 = oo Beam-Columns, B. A. Izzuddin, =
ern Pretensioned C — and A. S. Elnashai, ST Oct.9
4! hag Rajan Sen, Daniel Maris- ots 28
ol ondM ohsen Shahawy, ST Dec. 94, p3634- —— Model for Steel-Jacketed RC Circular
Columns, Y.H. Chai, M. J. N. Priestley
Concrete blocks ns . Seible, ST Aug. 94, p2358-2376.
Empirical Mohr-Coulomb Failure Criterion for lication of Adaptive Analysis to Reinforced
Block-Mortar Joints, M. Ayubur ‘oncrete Frames, C. G. Karayannis, B.A . Iz-
Rahanmd Saubhansh C. Anand, ST Aug. 94, = and A. S. Elnashai, ST’O ct. 94, 72938.
p2408-2422.
Siympyli fiwed hDynyami is for Gravity Dams, Bar Yield Penetration in Monotonicall Loaded
Ahmad Nady and Tarek Aziz, Ancho , John F. Bonacci, ST ar. 94,
ST Sept. 94, p2697-2716. p965-986.
3696
SUBJECT INDEX CONCRETE, REINFORCED
Compression Rergeese. of “os Reinforced Methodology oa Forensic Investigations of Seis-
Concrete, F. J hio and M. P. Collins, ST mic Duane Castaneda and Colin
Dec. 93, p3590-3610. Brown, ST . 94, p3506-3524.
Confining Reinforcement for Concrete Columns, Model for os Design of Reinforced Con-
atson, F. A. nm and R. Park, ST June crete Beam, K. Chakrabarty, ST Nov. 92,
94, p1798-1824. p3238-3242.
Design Aids for Reinforced Concrete Columns, New Methodol +" Seismic Desi; of RC
Bao-Jun Sun and Zhi-Tao Lu, ST Nov. 92, Shear Walls, JohnW . Wallace, Mar. 94,
p2986-2995. p863-884.
Destructive Testing of Dosommmieaieoed Con- Nonlinear i! gy Analysis of <—"4
— Slab Bridge, R. A. Miller, A. E.A ktan and ed RC Slab , B. M. Shahrooz, I. K. eo
M. Shahrooz, ST July 94, p21 76-2198. A. E. Aktan, RG leB orst, t Siesenetiiend, C
a der Veen, R. i. Iding and R. A. Miller, ST
Pe Approaches to Rating Slab —> Vi- Feb. 94, p422-440.
kas Huria, Kuo-Li Lee and etE . Ak-
ond ST Oct. 94, p3056-3062. Nonlinear Finite Element Analysis of RC Slab
Bridge, Vikas Huria, Kuo-Liang Lee and A.
a Response of —— Sree, A - Emin Aktan, ST Jan. 93, p88-107.
Durrani, S. T. Mau, med Old Concrete Slab Bridges. I: Experimental In-
Aboublashish and Yi Li, ST Mar. 94, p947- vestigation, A. Azizinamini, T. E. Boothby, Y.
Pong and G. Barnhill, ST Nov. 94, p3284-
Equivalent Frame Analysis of Flat Plate Build-
ings for Seismic Loading,Y . H. Luo, A. J. Dur- Old Conte Slab Bridges. II: Analysis, A. Aziz-
rani andJ . P. Conte, ST July 94, p2137- 2155. inamini, Shekar, T. E. Boothby and G.
Experimental Verification of Beam Models for Barnhill, of Nov. 94, p3305-3319.
C, Toshikatsu Ichinose and Katsuki Takigu- Pretitien Strength Variability of Concrete Off-
chi, ST Aug. 94, p2261-2280. shore Structures, Perry Adebar, Ricardo Foschi
Fire Resistance of Circular Steel Columns Filled and Felix Yao, ST July 94, p2108-2122.
with Bar-Reinforced Concrete, T. T. Lie, ST Reinforced Concrete Beams with Plates zomg! to
May 94, p1489-1509. Their —_ Deric John Oehlers, ST Aug.9
Flat Plates with Regular and Irregular Column p2023-20
Layouts.I: Analysis, Kolbjorn Saether, ST May Bc - c Dimensioning Based on El-
94, p1563-1579. ement Nodal Forces, E. Anderheggen, Z. Des-
pot, P. Steffen and S. M. R. Tabatabai, ST
Flat Plates with Regular and Irregular Column June 94, p1718-1731.
Layouts.II: Numerical Evaluations, Kolbjorn
Saether, ST May 94, p1580-1598. Reliability of Short and Slender Reinforced-
Concrete Columns, Sonia E. Ruiz and J. Cipri-
Flexural Analysis of Reinforced Concrete Beams ano Aguilar, ST June 94, p1850-1865.
Containing Steel Fibers, Byung Hwan Oh, ST
Oct. 92, p2821-2836. Seismic Performance of Steel-Encased Composite
Columns, James M. Ricles and Shannon D. Pa-
Flexural Strength of Profiled Beams, Deric J. boojian, ST Aug. 94, p2474-2494.
OBeuhrlneerts,, STH oFweabr. d9 4,D .p 37W8r-i3g9h3t. and Matthew J. Seismic Shear Strength of Reinforced Concrete
Columns, M. J. Ne Priestley, Ravindra Ver-
Generating Reinforcement in FE Modeling of ma and Yan Xiao T Aug. 94, p2310-2329.
Concrete Structures, Fariborz an Seismic Vulnerability of Flat Slab -C ore Build-
Srinivas Maddipudi, ST May 94, p1656-1662. ings, Somaprasad R. H i and Ahmet E.
Guidelines for Design of Joints between Steel Aktan, ST Feb. 94, p339-359.
Beams and Reinforced Concrete Columns, Simulated Seismic Load Tests on Reinforced
ASCE Task Committee on Design Criteria for Concrete Columns, S. Watson and R. Park, ST
Composite Structures in Steel and Concrete, June 94, p1825-1849.
ST Aug. 94, p2330-2357.
— Reinforced-Concrete Section-Analysis
Influence of Membrane Forces on Transverse- ocedure, C. R. Thewalt and B. Stojadinovié,
Shear Reinforcement Design, Perry Adebar ST Oct. 94, p3012-3024.
and Weishi He, ST Apr. 94, p1347-1366. a Deck-Reinforced Concrete Diaphragms.I
iSDP: Integrated Approach to Seismic Design of Samuel eens and Max L. Porter, sT
Reinforced Concrete Structures, William C. Feb 94, p560-576.
Stone and Andrew W. Taylor, ST Dec. 94, Steel-Deck-Reinforced Concrete Diaphragms. II,
p3548-3566. W. Samuel Easterling and Max L. Porter, ST
Long-Term Deflection of RC Beams,W M. Feb. 94, p577-596.
wis, A. Olorunniwo and K. K. Ang, sTJ uly Strength of FRC Corbelsi = oon, Nijad I. Fat-
94, p2220-2226. tuhi, ST Feb. 94, p360-37
Maintaining Reliability of Concrete Structures. I: Tests of Yielding oma Under Monotonic
Role of Inspection/Repair, Yasuhiro Mori and Loadings, John F. Bonacci and Jorge Marquez,
Bruce R. Ellingwood, ST Mar. 94, p824-845. ST Mara.r 9 4, p987-997.
Maintaining Reliability of Concrete Structures. Time-Dependent Behavior of RC Members
Optimum Inspection/Repair, Yasuhiro Strengthened With FRP Laminates, Nikolaos
Mori and Bruce R. Ellingwood, ST Mar. 94, Plevris and Thanasis C. Triantafillou, ST Mar.
p846-862. 94, p1016-1042.
CONCRETE, REINFORCED
Welded ae See - oe o- siinate Connections, joints
a an Ductility, , Peter Lateral and Withdrawal Strength of Nail Connec-
Ce Naji A. Al-Mutairi, June 94, tions for Manufactured Housing, Steve G.
Cisse ifs Winistorfer and Lawrence A. Soltis, ST Dec.
Welded wirRea y for Bridges é j Retipes 94, p3577-3594.
Constitutive relations
Naik AAuLM utasti,W ane 994,4 p. iss 2
Compression R mse of Cracked Reinforced
5 ee Concrete, F. J. Vecchio and M. P. Collins, ST
tal and NumeStrudiies cofa Colmpo s- Dec. 93, p3590-3610.
ite Beamse y to Fire, Dietmar Hosser, Construction methods
Thomas Do: and Osama El-Nesr, ST Oct. 94, K-Factor for Columns in nm Lg of ang +
p287 12892. tion: NonparadoxicalA :e y h, J. Dario Ari
Integrated Analytical Procedure for Concrete tizabal-Ochoa, ST Apr. 94, p1272- 1290.
Slabs Under Impact Loads,A Miyamoto, Contact pressure
Michael William _s and Manabu Fujii, ST
June 94. ~ *£*S-1702. Mechanical Behavior of Metal Contact Joint,
Shigeru Kuranishi, Futamia Naganuma, Masa-
Concretes .. _.ces toshi Nakazawa and Tetsuo Iwakuma, ST July
Fracture Size Effect: Review of a ng fcc 94, p1977-1990.
Continuous structures
O02d3b7o72l3ta9 n8d. Rolf Eligeha usen“, ST A A” yn Pretsitnrueosuss InBfolxu-eGnicred eorn BSrhiedagre-, ShihE ffTecoth iCn haCnogn,-
Structural aay ~~ I from Dynam- ST Nov. 92, p3113-3121.
ic-Test Data, R. Casas and Angel C.
Aparicio, ST Aug. 94, p2437-2450. Contraction
Heterogeneous Hardening Plasticity Model for
a Concrete, H. C. Chan, Y. K. Cheung and Y. P.
Spey imized Growth, Huang, ST Jan. 94, p46-62.
Willis Kath Rule Boe ba p3063-3070. Control
Confinement Semiactive Motion Control Using Variable Stiff-
Reinforcement for Concrete Columns, ness, David C. Nemin, Yingjie Lin and Rober-
S. Watson, F. A. Zahn and R. Park, ST June to A. Osegueda, ST Apr. 94, p1291-1306.
94, p1798-1824. Cooling towers
Effects of Contesmens * Concrete Columns: Cause of Deformed Shapes in Cooling Towers,
I. Karabinis and P. D. Jean-Francois Jullien, Waeil Aflak and Yvan
. 94, pa747 2767. L’Huby, May 94, p1471-1488.
of Concrete Expansion Corbels
. Vecchio, ST Sept. 92, Behavior of Reinforced ey
Corbels, Yook-Kong Yong and P. ru, ST
Simulated Seismic Load Tests on Reinforced Apr. 94, p1182-1201.
Concrete Columns, S. Watson and R. Park, ST Core
June 94, 1825-1849.
Seismic Vulnerability of Flat Slab - Core Build-
Static Sagpeees of Fiberglass Pretensioned = ings, Somaprasad R. Hosahalli and Ahmet E.
umns, Mohsen Issa, Rajan Sen, Daniel Mari Aktan, ST Feb. 94, p339-359.
and Mohsen Shahawy, ST Dec. 94, 73634.
Corrosion
Corrosion Fatigue of Stiffened Offshore Steel Tu-
ge Joints, D. S. a Murthy, A.
Creep Effects in Composite Beams with Flexible G. Madhava Rao and A. R. Santhakumar, ST
Connectors, Marcello Tarantino July 94, p1991-2010.
and Luigino Dezi, ST Aug. 92, p2063-2081. ——— Reliability of Concrete Structures. I:
oe a of Pultruded Fiber-Reinforced Role of In: i ir, Yasuhiro Mori and
;Beam-Column ion, Bruce R. Ellingwood, ST Mar. 94, p824-845.
Michel Bruneau and David Walker, ST Maintaining Reliability of Concrete Structures.
94, p2637-2652. II: Optimum Inspection/Repair, age
Mori and Bruce R. Ellingwood, ST Mar. 94,
Masts Butt Strenogf Gtushse t Plate oe p846-862.
nections, J Cheng, Michael C.
Yam and S. Z.H u, Feb. 94, p538-559. Corrugated plates
Modeling of Moment-Rotation Response Behavior of ly Co ted Steel Plate in
of Double- i Mario De Culvert, Alan F. Rauch, Shad M. id and
Stefano, Antonello De Luca and Abolhassan Glenn A. Hazen, ST May 94, p1651-1655.
Astaneh-Asl, ST Jan. 94, p212-229. Cost savings
Connection in Haunched Composite Model for Optimal Design of Reinforced Con-
Beams with Spins Sides, Deric John Oehlers crete Beam, B. K. Chakrabarty, ST Nov. 92,
id Sung Moo ST July 94, p2227-2232. p3238-3242.