American Society of Civil Engineers 2001: Vol 6 Index

11 Pages·2001·4.1 MB·English

ABUTMENTS 2001 ANNUAL INDEX
SUBJECT INDEX
\butments Bridge construction Bridges
fh ) I t 3 pt p29 Editorial, Khaled M. Mahmoud Computer-Aided Graphical Analysis of Bridges under
p363 364 Vehicular Loading, Amir M. Malek, P.E. and David V
Aerodynamic forces Jauregui, BE May/June 01, p207-212
Bridge decks
BeaBrriindgg es,R epSluanc-eKmyeun t Parfokr, PrHe str DesMigond,u larS peciBfriicdagtei on,E xpaInnsstiaollna tioJno,i nt anSdy steMmasi,n tenRaonbecret ofJ
Aircraft Hyuk Kim, BE July/Aug Dexter, Carl B. Osberg and Mark J. Mutziger, BI
Nov./Dec. 01, p529-538
. , Behavior of Composite
Shear Connectors, ( Monitoring and Analysis of a Bridge with Partially Re
Airports Mitchell, BE Jan./t sJtarna/iFneebd. Be01a,r inpg2s3, -29Y ongdaF u and John T. De Wolf, BE
Design Recommendatior for Externalls
Highway Bridge Deck, J. Thorburn, P.-E Seismic Behavior and Retrofit of Outrigger Beam
Mufti, P.E., BE July/Aug 243-24 Column Frames, A. Griezic,. W. D. Cook and D
Analysis Er ec of Cable-Stay Mitchell, BE Sept./Oct. 01, p340-348
Decks with Precast Conc Seismic Performance of RC Bridge Column under Re
Sept/Oct. O1, p333-339 peated Ground Motions, S. W. Park, W. P. Yen, J. D
yper and J. D. O'Fallon, BE Nov/Dec. 01, p461
Anchors Preservative Effect on Stress-Laminated Southern
Bridge Decks, Nur Yazdani, | Joy Kadnar
James Kainz and Mike Ritter Mar./Apr Seismic Restrainer Design Methods for Simply Support
ed Bridges, M. Saiidi, M. Randall, E.M aragakis and T
ASCE Members trength and Serviceability of FRP Isakovic, BE Sept/Oct. 01, p307-315
Bridge Decks, Joseph Robert Yost Simplified Modeling of Bridge Response on Soft Soil t
Schmeckpeper, BE Nov./Dec. 01, p605-61 Nonuniform Seismic Excitation, George Mylonakis
Dimitri Papastamatiou, John Psycharis and Khaled
Bridge design Mahmoud, BE Nov./Dec. 01, p587-597
Publications Alternate Substructure y ms for Standard
MN PE_B Bridges, S. | l 1, R. W. Barnes Bridges, arch
Breen, BI ; Dynamic Response of Half-Through Steel Arch Bridge
Design Considerations for ircraft Bridges, Bruce Using Fiber Model, Tetsuya Nonaka and Asghar Ali
Moulds, BE Nov./Dec. 01, p498-505 P.E., BE Nov./Dec. 01, p482-488
Design Method of a Hanger System for Long-Span Sus Load Rating of Masonry Arch Bridges, Thomas f
pension Bridge, Munenobu Kondoh, Motoi Okuda Boothby, BE Mar./Apr. 01, p79-86
Kouji Kawaguchi and Takefumi Yamazaki, BE May Bridges, box girder
June 01, p176-182
Dynamic Analysis of Stee! Curved Box Girder Br
Design Recommendations for Externally Restrained Dongzhou Huang, P.E., BE Nov./Dec. 01, p506
Assessments Highway Bridge Deck, J. Thorburn, P.E. and A. A
Mufti, P.E.. BE July/Aug. 01, p243-249 Stability Analysis of Box-Girder Cable-Stayed Bridges
Hung-Shan Shu and Yang-Cheng Wang, BE Jan./Feb
Evaluation of Site Fact for Seismic Bridge Ol p63 6%
New York City Area, Sissy Nikolaou
Mylonakis and Peter Edinger, BE Nov State-of-the-Art in Design of Curved Box-Girder Bridg
p564-576 Khaled M. Sennah and John B. Kennedy, BE May
Performance-Based Design Approach in Seismic Analy June O1, p159-167
of Bridges, Amy Floren and Jamshid Mohammadi Steel Single Box Ramp Bridges, B. O. Kuzmanovié and
BE Jan./Feb. 01 pS 45 M.R. Sanchez, BE July/Aug. 01, p250-253
Axial loads PreRliibmbinoanr y BridDgees, ign Dieofg o the CoPbroe strdeel sAsrecod, CAonncgreelt e¢ Bridges, cable-stayed
cio and AntonioR . Mari, BE July/Aug. 01, p234 Ambient Vibration of Long-Span Cable-Stayed Bridge
C. C. Chang, T. Y . P. Chang and Q. W. Zhang, BE
Self-Anchored Suspension Bridges, John A. Ochsendor Jan./Feb. 01, p46-53
and DavidP . Billington, BE Aug. 99, p151-156
Assessment of Cable Maintenance Technologies for Hon
Backfills State-of-the-Art in De n of Curved Box-Girder Brids shu-Shikoku Bridges, Makoto Kitagawa, Shuichi
June KhOa1 ledp l5M9. S16e nnah and John B. Kennedy, BE May Suzuki and Motoi Okuda, BE Nov./Dec. 01, p418-424
Beam colI umns aE J \ 6. ) SteeMl.1 R..R.S inSglaSena ncchl Beozx BREa mpjh ilyBr/iAA uu g s, 1. B. p| 2O5. 0-) K2u53z manovik BenHDd.e ci.n Fgr a0n1k,F ,a tpi6gS.3u e9 -L6.o4f 4 W oodC ablaen d StaEy.s, B. J.W iDlolwida,m sonM,. PBoEs er,N ov K
f Ret ut e Jean Bridge foundations Control of Seismically Excited Cable-Stayed Bridge
Effect of Foundation x and Compliance on Seismic Using Resetting Semiactive Stiffness Dampers, W. |
Response of R¢ ridges, Andreas J. | os and He, A. K. Agrawal and K. Mahmoud, BE Nov/Dec
»s eams AnastasiosG . Sexto Mar r. Ol, pl2 Ol, p376 3R4
Bridge inspection Dynamic Tests on Large Cable-Stayed Bridge, A. Cunha
Bridge Lifetime System Reliability under Multiple Limit E. Caetaanndo R. Delgado, BE Jan./Feb. 01, p54-62
States, Allen C. Estes and Dan M. Frangopol, BI Erection of Cable-Stayed Bridges Having Composite
Nov./Dec. 01, p523-528 Decks with Precast Concrete Slabs, M. Schlaich, BE
Sept/Oct. 01 p333 339
Performance of Segmental and Posttensioned Bridges in
Europe, Alan Moreton, BE Nov./Dec. 01, p543-555 Evaluation of Viscous Dampers for Stay-Cable Vibration
Mitigation, J. A. Main andN . P. Jones, BE Nov./Dec
Bridge loads O01, p385-397
Comparison of Static and Dynamic Lateral Stiffness of a
Finite-Element Model Updating for the Kap Shui Mun
Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J
Harold Deatherage and David W. Goodpasture, BI Cable-Stayed Bridge, Q. W. Zhang, T. Y. P. Chang
Mar./Apr. 01, p131-135 and C. C. Chang, BE July/Aug. 01, p285-293
Performance of Segmental and Posttensioned Bridges in
Bridge maintenance Europe, Alan Moreton, BE Nov./Dec. 01, p543-555
sed Concrete I-Girder Bridge Lifetime System Reliability under Multiple Limit Seismic and Structural Engineering of a Curved Cable
Yeo! Kim and Jun States, Allen C. Estes and Dan M. Frangopol, BE Stayed Bridge, Abolhassan Astaneh-As! and R. Gary
Nov./Dec. 01, p523-528 Black, BE Nov/Dec. 01, p439-450
1 and eJ ohwnwii tthh T. PDaPraertWtiiao:ll lfy , RBg I StrPeinsagntih, eniBnE g Mabyy M99e,a nsp 1331of1- -1133E x5t ernal Prestressing, M. A StabHiulnitgy- ShAanna lysSihsu oafn d BoYxa-nGgi-rdCehre ngC abWlaen-gS,t ayBeEd JBarni.d/gFeesb
Bridge tests Ol, p63-68
Pad Slippage at Louisiana Bridges, Er Cable Erection Test at Pylon Saddle for Spatial Suspen Theory and Full-Bridge Modeling of Wind Response of
Jamie McDonald and R. Richard sion Bridge, Heungbae Gil and Youngjae Choi, BI Cable-Supported Bridges, Nicholas P. Jones and
Ol, p30-36 May/June 01, p183-188 Robert H. Scanlan,B E Nov./Dec. 01, p365-375
Bridge towers Bridges, composite
Stay Dowd, M. Poser, K Seismic and Structural Engineering of a Curved Cable Behavior of Composite Bridge Decks with Alternative
1 and E. B. Williamson, BE Nov Stayed Bridge, Abolhassan Astaneh-As!l and R. Gary Shear Connectors, Christopher Higgins and Heath
Black, BE Nov/Dec. 01, p439-450 Mitchell, BE Jan./Feb. 01, pi7-22
654
ABUTMENTS 2001 ANNUAL INDEX
SUBJECT INDEX
\butments Bridge construction Bridges
fh ) I t 3 pt p29 Editorial, Khaled M. Mahmoud Computer-Aided Graphical Analysis of Bridges under
p363 364 Vehicular Loading, Amir M. Malek, P.E. and David V
Aerodynamic forces Jauregui, BE May/June 01, p207-212
Bridge decks
BeaBrriindgg es,R epSluanc-eKmyeun t Parfokr, PrHe str DesMigond,u larS peciBfriicdagtei on,E xpaInnsstiaollna tioJno,i nt anSdy steMmasi,n tenRaonbecret ofJ
Aircraft Hyuk Kim, BE July/Aug Dexter, Carl B. Osberg and Mark J. Mutziger, BI
Nov./Dec. 01, p529-538
. , Behavior of Composite
Shear Connectors, ( Monitoring and Analysis of a Bridge with Partially Re
Airports Mitchell, BE Jan./t sJtarna/iFneebd. Be01a,r inpg2s3, -29Y ongdaF u and John T. De Wolf, BE
Design Recommendatior for Externalls
Highway Bridge Deck, J. Thorburn, P.-E Seismic Behavior and Retrofit of Outrigger Beam
Mufti, P.E., BE July/Aug 243-24 Column Frames, A. Griezic,. W. D. Cook and D
Analysis Er ec of Cable-Stay Mitchell, BE Sept./Oct. 01, p340-348
Decks with Precast Conc Seismic Performance of RC Bridge Column under Re
Sept/Oct. O1, p333-339 peated Ground Motions, S. W. Park, W. P. Yen, J. D
yper and J. D. O'Fallon, BE Nov/Dec. 01, p461
Anchors Preservative Effect on Stress-Laminated Southern
Bridge Decks, Nur Yazdani, | Joy Kadnar
James Kainz and Mike Ritter Mar./Apr Seismic Restrainer Design Methods for Simply Support
ed Bridges, M. Saiidi, M. Randall, E.M aragakis and T
ASCE Members trength and Serviceability of FRP Isakovic, BE Sept/Oct. 01, p307-315
Bridge Decks, Joseph Robert Yost Simplified Modeling of Bridge Response on Soft Soil t
Schmeckpeper, BE Nov./Dec. 01, p605-61 Nonuniform Seismic Excitation, George Mylonakis
Dimitri Papastamatiou, John Psycharis and Khaled
Bridge design Mahmoud, BE Nov./Dec. 01, p587-597
Publications Alternate Substructure y ms for Standard
MN PE_B Bridges, S. | l 1, R. W. Barnes Bridges, arch
Breen, BI ; Dynamic Response of Half-Through Steel Arch Bridge
Design Considerations for ircraft Bridges, Bruce Using Fiber Model, Tetsuya Nonaka and Asghar Ali
Moulds, BE Nov./Dec. 01, p498-505 P.E., BE Nov./Dec. 01, p482-488
Design Method of a Hanger System for Long-Span Sus Load Rating of Masonry Arch Bridges, Thomas f
pension Bridge, Munenobu Kondoh, Motoi Okuda Boothby, BE Mar./Apr. 01, p79-86
Kouji Kawaguchi and Takefumi Yamazaki, BE May Bridges, box girder
June 01, p176-182
Dynamic Analysis of Stee! Curved Box Girder Br
Design Recommendations for Externally Restrained Dongzhou Huang, P.E., BE Nov./Dec. 01, p506
Assessments Highway Bridge Deck, J. Thorburn, P.E. and A. A
Mufti, P.E.. BE July/Aug. 01, p243-249 Stability Analysis of Box-Girder Cable-Stayed Bridges
Hung-Shan Shu and Yang-Cheng Wang, BE Jan./Feb
Evaluation of Site Fact for Seismic Bridge Ol p63 6%
New York City Area, Sissy Nikolaou
Mylonakis and Peter Edinger, BE Nov State-of-the-Art in Design of Curved Box-Girder Bridg
p564-576 Khaled M. Sennah and John B. Kennedy, BE May
Performance-Based Design Approach in Seismic Analy June O1, p159-167
of Bridges, Amy Floren and Jamshid Mohammadi Steel Single Box Ramp Bridges, B. O. Kuzmanovié and
BE Jan./Feb. 01 pS 45 M.R. Sanchez, BE July/Aug. 01, p250-253
Axial loads PreRliibmbinoanr y BridDgees, ign Dieofg o the CoPbroe strdeel sAsrecod, CAonncgreelt e¢ Bridges, cable-stayed
cio and AntonioR . Mari, BE July/Aug. 01, p234 Ambient Vibration of Long-Span Cable-Stayed Bridge
C. C. Chang, T. Y . P. Chang and Q. W. Zhang, BE
Self-Anchored Suspension Bridges, John A. Ochsendor Jan./Feb. 01, p46-53
and DavidP . Billington, BE Aug. 99, p151-156
Assessment of Cable Maintenance Technologies for Hon
Backfills State-of-the-Art in De n of Curved Box-Girder Brids shu-Shikoku Bridges, Makoto Kitagawa, Shuichi
June KhOa1 ledp l5M9. S16e nnah and John B. Kennedy, BE May Suzuki and Motoi Okuda, BE Nov./Dec. 01, p418-424
Beam colI umns aE J \ 6. ) SteeMl.1 R..R.S inSglaSena ncchl Beozx BREa mpjh ilyBr/iAA uu g s, 1. B. p| 2O5. 0-) K2u53z manovik BenHDd.e ci.n Fgr a0n1k,F ,a tpi6gS.3u e9 -L6.o4f 4 W oodC ablaen d StaEy.s, B. J.W iDlolwida,m sonM,. PBoEs er,N ov K
f Ret ut e Jean Bridge foundations Control of Seismically Excited Cable-Stayed Bridge
Effect of Foundation x and Compliance on Seismic Using Resetting Semiactive Stiffness Dampers, W. |
Response of R¢ ridges, Andreas J. | os and He, A. K. Agrawal and K. Mahmoud, BE Nov/Dec
»s eams AnastasiosG . Sexto Mar r. Ol, pl2 Ol, p376 3R4
Bridge inspection Dynamic Tests on Large Cable-Stayed Bridge, A. Cunha
Bridge Lifetime System Reliability under Multiple Limit E. Caetaanndo R. Delgado, BE Jan./Feb. 01, p54-62
States, Allen C. Estes and Dan M. Frangopol, BI Erection of Cable-Stayed Bridges Having Composite
Nov./Dec. 01, p523-528 Decks with Precast Concrete Slabs, M. Schlaich, BE
Sept/Oct. 01 p333 339
Performance of Segmental and Posttensioned Bridges in
Europe, Alan Moreton, BE Nov./Dec. 01, p543-555 Evaluation of Viscous Dampers for Stay-Cable Vibration
Mitigation, J. A. Main andN . P. Jones, BE Nov./Dec
Bridge loads O01, p385-397
Comparison of Static and Dynamic Lateral Stiffness of a
Finite-Element Model Updating for the Kap Shui Mun
Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J
Harold Deatherage and David W. Goodpasture, BI Cable-Stayed Bridge, Q. W. Zhang, T. Y. P. Chang
Mar./Apr. 01, p131-135 and C. C. Chang, BE July/Aug. 01, p285-293
Performance of Segmental and Posttensioned Bridges in
Bridge maintenance Europe, Alan Moreton, BE Nov./Dec. 01, p543-555
sed Concrete I-Girder Bridge Lifetime System Reliability under Multiple Limit Seismic and Structural Engineering of a Curved Cable
Yeo! Kim and Jun States, Allen C. Estes and Dan M. Frangopol, BE Stayed Bridge, Abolhassan Astaneh-As! and R. Gary
Nov./Dec. 01, p523-528 Black, BE Nov/Dec. 01, p439-450
1 and eJ ohwnwii tthh T. PDaPraertWtiiao:ll lfy , RBg I StrPeinsagntih, eniBnE g Mabyy M99e,a nsp 1331of1- -1133E x5t ernal Prestressing, M. A StabHiulnitgy- ShAanna lysSihsu oafn d BoYxa-nGgi-rdCehre ngC abWlaen-gS,t ayBeEd JBarni.d/gFeesb
Bridge tests Ol, p63-68
Pad Slippage at Louisiana Bridges, Er Cable Erection Test at Pylon Saddle for Spatial Suspen Theory and Full-Bridge Modeling of Wind Response of
Jamie McDonald and R. Richard sion Bridge, Heungbae Gil and Youngjae Choi, BI Cable-Supported Bridges, Nicholas P. Jones and
Ol, p30-36 May/June 01, p183-188 Robert H. Scanlan,B E Nov./Dec. 01, p365-375
Bridge towers Bridges, composite
Stay Dowd, M. Poser, K Seismic and Structural Engineering of a Curved Cable Behavior of Composite Bridge Decks with Alternative
1 and E. B. Williamson, BE Nov Stayed Bridge, Abolhassan Astaneh-As!l and R. Gary Shear Connectors, Christopher Higgins and Heath
Black, BE Nov/Dec. 01, p439-450 Mitchell, BE Jan./Feb. 01, pi7-22
654
SUBJECT INDEX CONCRETE, REINFORCED
Bridges, concrete Bridges, railroad Probabilistic Seismic Demand Model for California
Durability of Segmental Concrete Bridges, Maurice D Full-Scale Field Failure Tests of Railway Bridge, Em- Highway Bridges, Kevin Mackie and BoZidar Stojadi-
Miller, BE Nov./Dec. 01, p514-522 manuel “Manos” Maragakis, Bruce M. Douglas and novi¢, BE Nov./Dec. 01, p468-481
Neoprene Bearing Pad Slippage at Louisiana Bridges, Er- Qingbin Chen, BE Sept./Oct. 01, p356-362. Case reports
nAevsetn t,H eByEms fJiaenl/dF,e b. Ja0m1i,e p3M0-c3D6o nald and R. Richard Pertfigourem anLcoea dionfg ,B riKdhgael eTd imbA.e r SoTuideksi ,u ndSearm iS taHt.i c Rainzdk alFlaa- EngRi.n eReircehda rd HeAavte-nStt,r aiPg.hE.t enainndg DaRveipdai rJs.: MukAa iC,a seB E StMuadry./,
Shear Retrofit of Flared RC Bridge Columns Subjected to and A. Shakoor Uppal, BE Nov. 99, p263-268. Apr. 01, p95-102
EH.a rtShaqnudaekress , anMd. CSoariyid JS. aiCidaiy, woNoadd,i m BEI. WMeahyb/eJ,u neD av0i1d, Bridges, skew Self-Anchored Suspension Bridges, John A. Ochsendorf
p189-197 Alternative Layout for the Prestressing of Slab Bridges, and David P. Billington, BE Aug. 99, p151-156.
L. T. Stavridis, BE Sept./Oct. 01, p324-332
Bridges, girder Cast-in-place structures
Bearing Replacement for Prestressed Concrete I-Girder Bridges, spans Alternate Substructure Systems for Standard Highway
Bridges, Sun-Kyu Park, Hyeong-Yeol Kim and Jung- Frequency-Domain Analysis of Long-Span Bridges Sub- Bridges, S. L. Billington, R. W. Barnes and J. E
Hyuk Kim, BE July/Aug. 01, p271-275 jected to Nonuniform Seismic Motions, Mohammed Breen, BE Mar./Apr. 01, p87-94
Ettouney, Adam Hapij and Ruben Gajer, BE Nov./Dec
Effectiveness of Seismic Isolation of a Highly Skewed 01, p577-586. Columns
GPu/pCt aI,- GiBrEd erM ayB/riJdugnee, 0B1. , Np.2 2R1o-b2s2o4n , I. E. Harik and V SeiSstmaiyce d anBdr idSgter,u ctAurbaoll haEsnsgainn eerAisntga neohf- Asa l Curanvde d R. CaGbalre-y SheEaarr tRheqturaokfiets , of M.Fl aSraeidi d RCS aiiBdrii,d gNe adCioml umIn. sW ehSubbej,e ctDeadv idto
EngRi. neReircehda rd HeAavte-nStt,r aiPg.Eh.t enainndg DaRevpiaidr sJ:. MukAa iC,a seB E StMuadr.y/, Black, BE Nov./Dec. 01, p439-450 pH.1 89S-a1n9de7r s and Cory J. Caywood, BE May/June 01,
Apr. 01, p95-102 Bridges, steel
Composite columns
Full-Scale Testing of Composite Plate Girders Construct- Dynamic Response of Half-Through Steel Arch Bridge
ed Using 485-MPa High-Performance Steel, Patrick Using Fiber Model, Tetsuya Nonaka and Asghar Ali, Seismic Behavior of Hollow Stiffened Steel Bridge Col-
Mans, Aaron J. Yakel, Ph.D. Candidate and Atorod P.E., BE Nov./Dec. 01, p482-488 umns, Gregory A. MacRae and Kazuhiko Kawashima,
Azizinamini, P.E., BE Nov./Dec. 01, p598-604 Live Load Distribution for Steel Girder Bridges, Junsik BE Mar./Apr. 01, p110-119
Live Load Distribution for Steel Girder Bridges, Junsik Eom and Andrzej S. Nowak, BE Nov./Dec. 01, p489- Composite masonry
4E9o7m and Andrzej S. Nowak, BE Nov./Dec. 01, p489 497 Radar Testing of a Masonry Composite Structure with
Quantifying Field-Test Behavior for Rating Steel Girder Sand and Water Backfill, C. Colla, D. M.M cCann and
Live Load Distribution in Girder Bridges Subject to Bridges, Michael G. Barker, P.E., BE July/Aug. 01, M. C. Forde, BE July/Aug. 01, p262-270
Oversized Trucks, Sami W. Tabsh and Muna Tabata- p254-261
bai, BE Jan/Feb. 01, p9-16 Composite materials
Strengthening of a Steel Bridge Girder Using CFRP
Live-Load Distribution Factors in Prestressed Concrete Plates, Trent C. Miller, Michael J. Chajes, Dennis R Erection of Cable-Stayed Bridges Having Composite
Girder Bridges, Paul J. Barr, Marc O. Eberhard and Mertz and Jason N. Hastings, BE Nov./Dec. 01, p514- Decks with Precast Concrete Slabs, M. Schlaich, BE
John F. Stanton, BE Sept./Oct. 01, p298-306 $22 Sept./Oct. 01, p333-339
Neoprene Bearing Pad Slippage at Louisiana Bridges, Er- Full-Scale Testing of Composite Plate Girders Construct-
nest Heymsfield, Jamie McDonald and R. Richard Bridges, suspension ed Using 485-MPa High-Performance Steel, Patrick
Avent, BE Jan/Feb. 01, p30-36 Cable Erection Test at Pylon Saddle for Spatial Suspen- Mans, Aaron J. Yakel, Ph.D. Candidate and Atorod
Nonlinear Flexural Behavior of Prestressed Concrete sion Bridge, Heungbae Gil and Youngjae Choi, BE Azizinamini, P.E., BE Nov./Dec. 01, p598-604
Girder Bridges, Linzhong Deng, Michel Ghosn, Ales May/June 01, p183-188 Strengthening of a Steel Bridge Girder Using CFRP
Znidaric and Joan R. Casas, BE July/Aug. 01, p276- Cracking and Fracture of Suspension Bridge Wire, R. M Plates, Trent C. Miller, Michael J. Chajes, Dennis R
284 Mayrbaurl, P.E. and S. Camo, P.E., BE Nov/Dec. 01, Mertz and Jason N. Hastings, BE Nov./Dec. 01, p514-
Quantifying Field-Test Behavior for Rating Steel Girder p645-650 522
Bridges, Michael G. Barker, P.E., BE July/Aug. 01, Design Method of a Hanger System for Long-Span Sus- Composite structures
p254-261 pension Bridge, Munenobu Kondoh, Motoi Okuda,
ResLpioven seL oaodf, PMriecshtraeesls edS chCwoanrczr etea nd 1-JGeifrfdreery AB.r idLgaemsa n,to JKuonuej i 01K, apw1a7g6u-c1h8i2 and Takefumi Yamazaki, BE May/ RadSMaa.rn dC .T eaFsnotdri dnWeg,a teoBfrE BaJ aucMlkayfs/iAlolun,gr .y C0.1CC ,oo lmplp2ao6,s 2i-2tD7e0. . MS.trM uccCtuarnen wainthd
BE Jan./Feb. 01, p1-8 Editor's Note, Dennis R. Mertz, P.E., BE July/Aug. 01,
Strength and Ductility of HPS-100W I-Girders in Nega- p226. Computer analysis
tive Flexure, Richard Sause and Larry A. Fahnestock, Preliminary Analysis of Suspension Bridges, Gregor P Computer-Aided Graphical Analysis of Bridges under
BE Sept/Oct. 01, p316-323 Wollmann, BE July/Aug. 01, p227-233 Vehicular Loading, Amir M. Malek, P.E. and David V
Strengthening of a Steel Bridge Girder Using CFRP Reliability-Based Assessment of Suspension Bridges Jauregui, BE May/June 01, p207-212
Plates, Trent C. Miller, Michael J. Chajes, Dennis R Application to the Innoshima Bridge, Kiyohiro Imai Concrete columns
Mertz and Jason N. Hastings, BE Nov/Dec. 01, p514- and Dan M. Frangopol, BE Nov./Dec. 01, p398-411
$22 Seismic Performance of RC Bridge Column under Re-
Self-Anchored Suspension Bridges, John A. Ochsendorf peated Ground Motions, S. W. Park, W. P. Yen, J. D
Bridges, highway and David P. Biilington, BE Aug. 99, p151-156 Cooper and J. D. O'Fallon, BE Nov./Dec. 01, p461-
Alternate Substructure Systems for Standard Highway Suspension Bridge Flutter for Girders with Separated 467
Bridges, S. L. Billington, R. W. Barnes and J. E Control Flaps, Truc Huynh and Palle Thoft-
Breen, BE Mar./Apr. 01, p87-94 Christensen, BE May/June 01, p168-175 Concrete, precast
BAeaRagrTe , ASMnFailOcyh saiEesxl t etnoHs .i CoonJno tnreAosel,r ialaA nydGm uaiMndi enwiaEm.yi sz:Se a laSUmesaii,sn mgi cP. NEo. nDlaiamnn--d BStrriedsgse s,S pitrkuesss in Pin and Hanger System of a Truss AltBBerrreinedangt,ee s ,B SEu Sb.sM tarrLu.. c/tApuBrirl.el in0Sg1ty,o sntp,e8 m7s-R 9. 4 fWor. SBtaarnndeasr d aHnidg hJw.a yE
Scott T. Dreher, BE Nov./Dec. 01, p365-375 Bridge, Sanjay Mehta, BE Mar./Apr. 01, p103-109 Concrete, prestressed
Bridge Lifetime System Reliability under Multiple Limit Bridges, viaduct Bearing Replacement for Prestressed Concrete I-Girder
States, Allen C. Estes and Dan M. Frangopol, BE Live Load Tests of the San Antonio “Y”, Carin L Bridges, Sun-Kyu Park, Hyeong-Yeol Kim and Jung-
Nov./Dec. 01, p523-528 Roberts-Wollmann, John E. Breen and Michael E Hyuk Kim, BE July/Aug. 01, p271-275
Design Recommendations for Externally Restrained Kreger, BE Nov./Dec. 01, p556-563 Live-Load Distribution Factors in Prestressed Concrete
MHuifgthi,w ayP. E.,B riBdEg eJ ulDye/cAku,g . J.0 1,T hopr2b4u3r-n2,4 9 P.E. and A. A Bridges, wooden JGiorhdne rF . BSrtiadngteosn,, BPEau lS epJt. ./BOacrtr., 0M1a, rcp 29O8.- 30E6b erhard and
Preservative Effect on Stress-Laminated Southern Pine
PersBifEso roJmfa annB/crFieedb-g.Be ass,0 e1d,A mpy3D7 e-s4iF5glo nr enA pparndo acJha msihni dS eiMsomihca mmAandaliy, JpBar1mi4de4gs-e 1 5K3Da eicnkzs , andN urM ikYea zdRaintite,r , PP..EE..,, JBoEy MKaardn/aArp,r . P.E0.1, NonGZlinirinddeeaarrri c BrFailndegdxe usrJ,ao la nL iBnRez.h haoCvnaigso ars ,D enofBg E, PrMJeuislctyhr/eeAlsu sge.Gd h o0s1Cn,o, n cpr2Ae7lt6ee-s
Probabilistic Seismic Demand Model for California 284
nHoivgih¢,w ayB E BNroivd.g/eDse,c . Kev01i,n pM4a6c8k-4i8e1 and BoZidar Stojadi- ResJHpaonor.ny/snFeeab ,. ofR0 i1c,Ta irpmd6bo9e -r7O .7 BrFoisdcghei tao ndT raCfafrilco s LoE.a diVnegn,t uraT,o maBsE PreRliibmbionanr y BriDdegsei, gnD ieogf o tCheo boP redsetlr eAsrsceod, CAonngcerle tCe. ASptarreis-s
Response and Analysis of Steel Trusses for Fatigue cio and Antonio R. Mari, BE July/Aug. 01, p234-242
Truck Loading, Heather M. O'Connell and Robert J Cables
Dexter, P.E., BE Nov./Dec. 01, p628-638 Assessment of Cable Maintenance Technologies for Hon- ResLpioven seL oaodf, PMriecsthraeesls edS chCwoanrczr etea nd I-JGeifrfdreery BA.r idLgaemsa n,to
Seismic Behavior of Hollow Stiffened Steel Bridge Col- shu-Shikoku Bridges, Makoto Kitagawa, Shuichi BE Jan/Feb. 01, p1-8
umns, Gregory A. MacRae and Kazuhiko Kawashima, Suzuki and Motoi Okuda, BE Nov./Dec. 01, p418-424
BE Mar/Apr. 01, p1 10-119 Cable Erection Test at Pylon Saddle for Spatial Suspen- StrPeinsgantih,e nBinEg Mabyy M9e9a, nps1 31of- 1E3x5t ernal Prestressing, M. A
Stochastic Model for Multilane Traffic Effects on Bridg- sion Bridge, Heungbae Gil and Youngjae Choi, BE
es, P. Croce and W. Salvatore, BE Mar/Apr. 01, May/June 01, p183-188 Concrete, reinforced
p136-143 Cracking and Fracture of Suspension Bridge Wire, R. M Editor's Note, Dennis R. Mertz, BE Sept/Oct. 01, p297
UseI mbofs enI,so laPt.iEo.,n BfoEr NSoevi.s/mDiecc . Ret0r1o, fipt4t2in5g- 43B8ri dges, Roy A pM6ay4r5b-a6u5r0l , P.E. and S. Camo, P.E., BE Nov/Dec. 01, EffRecets poofn seF ounodf atiRoCn BTryipdeg es,a nd AnCdormepalsi anJc.e Kaonp poSse ismaincd
Bridges, pedestrian California Anastasios G. Sextos, BE Mar/Apr. 01, p120-130
London Millennium Bridge: Pedestrian-Induced Lateral BART SFO Extension Aerial Guideways: Using Nonlin- Shear Retrofit of Flared RC Bridge Columns Subjected to
Vibration, Pat Dallard, Tony Fitzpatrick, Anthony ear Analysis to Control and Minimize Seismic Dam Earthquakes, M. Saiid Saiidi, Nadim I. Wehbe, David
Flint, Angus Low, Roger Ridsdill Smith, Michael Will- age, Michael H. Jones, Ayman E. Salama, P.E. and H. Sanders and Cory J. Caywood, BE May/June 01,
ford and Mark Roche, BE Nov./Dec. 01, p412-417 Scott T. Dreher, BE Nov./Dec. 01, p365-375 p189-197
655
CONCRETE SLABS 2001 ANNUAL INDEX
rgth and Ductility of RC Beams Repaired with Bond Ducts Evaluation of Viscous Dampers for Stay-Cable Vibration
CFRP Laminates, G. Spadea, R. N. Swamy andF Effect of Grouting Pressure in Posttensioned Bulbtee Mitigation, J. A. Main and N. P. Jones, BE Nov./Dec
ncardino, BE Sept/Oct. 01 p349 355 Girders, Kamal Tawfig, Primus Mtenga and Mousa O1, p385-397
Strengthening by Means of External Prestressing, M. A Issa, BE May/June 01, p198-206 Expansion joints
Pisani, BE May 99, p131-135
Durability Design, Specification, Installation, and Maintenance of
Concrete slabs Design, Specification, Installation, and Maintenance of Modular Bridge Expansion Joint Systems, Robert J
Behavior of Composite Bridge Decks with Alternative Modular Bridge Expansion Joint Systems, Robert J Dexter, Carl B. Osberg and Mark J. Mutziger, BE
Shear Connectors, Christopher Higgins and Heath Dexter, Carl B. Osberg and Mark J. Mutziger, BE Nov./Dec. 01, p529-538
Mitchell, BE Jan/Feb. 01, p17-22 Nov/Dec. 01, p529-538 Stress Spikes in Pin and Hanger System of a Truss
D n Recommendations for Externally Restrained Durability of Segmental Concrete Bridges, Maurice D Bridge, Sanjay Mehta, BE Mar./Apr. 01, p103-109
Highway Bridge Deck, J. Thorburn, P.E. and A. A Miller, BE Nov./Dec. 01, p514-522 Failure load
Mufti, P.E., BE July/Aug. 01, p243-249
Dynamic analysis Full-Scale Field Failure Tests of Railway Bridge, Em
Effectiveness of Seismic Isolation of a Highly Skewed manuel “Manos” Maragakis, Bruce M. Douglas and
P/C 1|-Girder Bridge, B. N. Robson, |. E. Harik and V Dynamic Analysis of Steel Curved Box Girder Bridges Qingbin Chen, BE Sept/Oct. 01, p356-362
pta, BE May/June 01, p221-224 Dongzhou Huang, P.E., BE Nov/Dec. 01, p506-513
tion of Cable-Stayed Bridges Having Composite Dynamic loads Failure modes
SDeepctk/sO ct.w ith 01 Prpe3ca3s3t 3390C oncrete Slabs, M. Schlaich, BE Comparison of Static and Dynamic Lateral Stiffness of a Neonpesrte neH eyBmesafriienlgd , Pad JaSmliiep paMgec Doatn alLdou isiaannda BRr.i dgReisc,h aErrd
Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J Avent, BE Jan/Feb. 01, p30-36
Cracking Harold Deatherage and David W. Goodpasture, BE
Cracking and Fracture of Suspension Bridge Wire, R. M Mar/Apr. 01, p131-135 Fatigue
Mayrbaurl, P.E. and S. Camo, P.E., BE Nov./Dec. 01 Response of Prestressed Concrete I-Girder Bridges t Behavior of Composite Bridge Decks with Alternative
p645-650 Live Load, Michael Schwarz and Jeffrey A. Laman Shear Connectors, Christopher Higgins and Heath
Grouting Pressure in Posttensioned Bulbtee BE Jan/Feb. 01, p1-8 Mitchell, BE Jan./Feb. 01, p17-22
rders, Kamal Tawfig, Primus Mtenga and Mousa Response of Timber Bridge to Traffic Loading, Tomas Bending Fatigue of Cable Stays, J. Dowd, M. Poser, K
Issa, BE May/June 01 pl98 206 Horyna, RicardoO . Foschi and Carlos E. Ventura, BE H. Frank, S. L. Wood andE . B. Williamson, BE Nov
Jan/Feb. 01, p69-7 Dec. 01, p639-644
Critical load
Sta ty Analysis of Box-Girder Cable-Stayed Bridges Dynamic response Pertfiogurem anLcoea dinogf , BriKdhgael edT imbAe. r SoTuideksi , undSear mi StatHi.c Rainzdk alFlaa
Hur dg u and Yang-Cheng Wang, BE Jan/Feb Ambient Vibration of Long-Span Cable-Stayed Bridge and A. Shakoor Uppal, BE Nov. 99, p263-268
C. C. Chang, T. Y . P. Chang and Q. W. Zhang, BE
an./Feb. 01, p46-53 Fiber reinforced materials
Curvature
SeiBSslta acyke, d aBnBEdr idgNSeot,vr .uc/tDueArcba.ol lh0aE1,sn sgaipnn4 e3e9rA-is4ntg5a 0n eh-of Aas i Caunrdve d R. CaGbalrey ConHUtesr,io ln g A. oRfeK .s etSteAiignsrgma iwcaaSlle lmyi aacndt EixvKce.i teMSdta ihfmfCnoeausbdsl ,e -DSatmBapEy eerdsN ,o v/BWrD.i edcg |e StreBeden ngctahr CdFaiRnPnd o ,L DaumcBitEni altiSteeysp ,t .o/f OGc.t .R CSp B0a1de, eaam,ps 3 49RR.- e3p5aN5i .r eSdw amwiyt h aBnodn d F
01 p376 3R4 Strength and Serviceability of FRP Grid Reinforced
Cyclic loads Dynamic Response of Half-Through Steel Arch Bridge Bridge Decks, Joseph Robert Yost and Edwin R
nar Response Half-Through Steel Arch Bridge Using Fiber Model, Tetsuya Nonaka and Asghar Ali Schmeckpeper, BE Nov./Dec. 01, p605-612
i Fiber Model, Tetsuya Nonaka and Asgha P.E., BE Nov/Dec. 01, p482-488 Fibers
> E.. BE Nov/Dec. 01, p482-488 Dynamic Tests on Large Cable-Stayed Bridge, A. Cunha Dynamic Response of Half-Through Steel Arch Bridge
trengthening by Means of External Prestressing E. Caetaannod R. Delgado, BE Jan./Feb. 01, p54-62 Using Fiber Model, Tetsuya Nonaka and Asghar Ali
Pisani, BE May 99, pi3 35 P.E., BE Nov./Dec. 01, p482-488
Dynamic tests
Damage assessment Dynamic Tests on Large Cable-Stayed Bridge, A. Cunha Finite element method
Bending Fatigue of Cable Stays, J. Dowd, M. Poser, K E. Caetano and R. Delgado, BE Jan./Feb. 01, p54-62 Ambient Vibration of Long-Span Cable-Stayed Bridge
HI). Frank, S. L. Wood and E. B. Williamson, BE Nov Earthquake damage CJ. an/CF.eb .C han0g1,, p4T6. -5Y3 . P. Chang and Q. W. Zhang, BE
Dampers Probabilistic Seismic Demand Model for California Bearing Replacement for Prestressed Concrete I-Girder
Cont smit callSye miactEixvcei teSdt iffCneasbsl e-DSatmapyeerds , BWr.i dge| nHoivig¢h, wayB E BNroivdg.e/sD,e c. Kev01i, n pM46a8c-k4i8e1 and BoZidar Stojadi HBryiudkge s,K im,S unB-E KyJuu ly/PaArukg,. H01y, eopn2g7-1Y-e2o7l5 Kim and Jung
al and K. Mahmoud, BE Nov/Dec Seismic Behavior of Hollow Stiffened Steel Bridge Col Finite-Element Model Updating for the Kap Shui Mun
umns, Gregory A. MacRae and Kazuhiko Kawashima Cable-Stayed Bridge, Q. W. Zhang, T. Y. P. Chang
scous Dampers for Stay-Cable Vibratior BE Mar./Apr. 01, p1 10-119 and C. C. Chang, BE July/Aug. 01, p285-293
4. Main and N. P. Jones, BE Nov/Dec Earthquake excitation Live Load Distribution for Steel Girder Bridges, Junsik
Control of Seismically Excited Cable-Stayed Bridge Eom and Andrzej S. Nowak, BE Nov/Dec. 01, p489
Using Resetting Semiactive Stiffness Dampers, W. | 497
July/Aofu g.S us0p1,e nspi2o2n7 -2B3r3i dges 0H1e,, p3A.7 6-K.3 84A grawal and K. Mahmoud, BE Nov./Dec LivOev erLsoiazde d DiTsrtucrkisb,u tioSna mi in W. GirdTearb sh Brainddg esM unaSu bjTeacbta ta to
Simplified Modeling of Bridge Response on Soft Soil bai, BE Jan/Feb. 01, p9-16
Design Nonuniform Seismic Excitation, George Mylonakis Monitoring and Analysis of a Bridge with Partially Re
Statewide essel Collision Design for Bridges, Chunhua Dimitri Papastamatiou, John Psycharis and Khaled strained Bearings, Yongda Fu and John T. DeWolf, BE
Liu and yn-Lo Wang, BE May/June 01, p213-219 Mahmoud, BE Nov./Dec. 01, p587-597 Jan./Feb. 01, p23-29
Design modifications Earthquake loads Stability Analysis of Box-Girder Cable-Stayed Bridges
Hung-Shan Shu and Yang-Cheng Wang, BE Jan/Feb
s Note, Dennis R. Mertz, P.E., BE July/Aug. 01 Performance-Based Design Approach in Seismic Analy Ol p63 68
sis of Bridges, Amy Floren and Jamshid Mohammadi
Design standards BE Jan./Feb. 01, p37-45 Finite elements
f Timber Bridge to Traffic Loading, Toma Earthquakes ReliAapbpilliicattyi-oBna sedto thAes seIsnsnmoesnhti ma of BriSdugse,p ensKiioyno hirBor idgIemasi
Riycl ardo O. Foschi and Carlos E. Ventura, BE EvaNleuwat ionY orofk SitCei tyF actoArrse a, for SSiesisys mic NikBorliadogue, DesGiegonr gei n and Dan M. Frangopol, BE Nov./Dec. 01, p398-411
Deterioration pM5y6l4o na5k7i6s and Peter Edinger, BE Nov/Dec. 01 FStlreexnugrtahl asntdr enDgutcthi lity of HPS-100W I-Girders in Nega
36K4 haled M. Mahmoud, P.E Seismic Restrainer Design Methods for Simply Support tive Flexure, Richard Sause and Larry A. Fahnestock,
ed Bridges, M. Saiidi, M. Randall, E.M aragakis and 7 BE Sept./Oct. 01, p316-323
Displacement Isakovic, BE Sept/Oct. 01, p307-315 Florida
Seismic Restrainer Design Methods for Simply Support Shear Retrofit of Flared RC Bridge Columns Subjected to Statewide Vessel Collision Design for Bridges, Chunhua
Iesda kBovriicd,g es, BE M.S epSati/iOdic,t . M.0 1, Ranpd3a0l7l,- 315E .M aragakis and7 EH.a rtShaqnudaekress , anMd. CSoariyi d JS.a iidiC,a ywNoaodd,i m BEI . WMeahyb/eJ, uneD av0i!d Liu and Ton-Lo Wang, BE May/June 01, p213-219
Driven piles p189-197 Flutter
ComHDpararirovleidns onPD ilee,ao ft heSEtradatgiwec i nan Gadn. d BDuyrDndaaevtmitidec, W.LS ahtaeGhraorloa dmp SatsiPtfeufznreeess,hs k , ofB E Ja ENleaonpsesrtteo nmeeH re yBmesafriienlgd , Pad JaSmliiep paMgec Doatn aLloudi siaannad BRr.i dgeRsi,c haErrd SusCCphoernnitssrtoielon ns en,FB lraipdBsE,g e MaFyTlr/uutJctu enr e Hf0uor1y ,n hGp i1r6d8e-ar1nsd 7 5 witPhal leS epaTrhaotfetd
Mar/Apr. 01, p131-135 Avent, BE Jan./Feb. 01, p30-36 Fractures
DSutcrteinlgitthy and Ductility of HPS-100W 1-Girders in Nega EPeurrfooprem ance of Segmental and Posttensioned Bridges in CrapMc6aky4ir5nb-ga6 u5ra0ln ,d FP.rEa. ctuarned ofS. SCuasmpoe,n siPo.En., BrBiEd geN oWvi/rDee,c . R. 0M1
tBiEv e SFelpetx/uOrcet,. R0i1,c hapr3d1 6-S3a2us3e and Larry A. Fahnestock Europe, Alan Moreton, BE Nov./Dec. 01, p543-555 Frames
Strength and Ductility of RC Beams Repaired with Bond Evaluation Seismic Behavior and Retrofit of Outrigger Beam
>d CFRP Laminates, G. Spadea, R. N. Swamy and F Editor's Note, Dennis R. Mertz, P.E., BE July/Aug. 01 Column Frames, A. Griezic. W. D. Cook and D
Bencardino, BE Sept/Oct. 01, p349-355 p226 Mitchell, BE Sept./Oct. 01, p340-348
SUBJECT INDEX PILE FOUNDATIONS
Frequency analysis Laminated wood Masonry
Frequency-Domain Analysis of Long-Span Bridges Sub Preservative Effect on Stress-Laminated Southern Pine Load Rating of Masonry Arch 3ridges, Thomas |
jected to Nonuniform Seismic Motions, Mohammed Bridge Decks, Nur Yazdani, P.E., Joy Kadnar, PE Boothby, BE Mar Apr. 01, p79-86
Ettouney, Adam Hapij and Ruben Gajer, BE Nov./Dec James Kainz and Mike Ritter, P.E.. BE Mar./Apr. 01
01, p577-586 p144-153 Modal analysis
Girders Laminates Ambient Vibration of Long-Span Cable-Stayed Bridge
C. C. Chang, T. Y . P. Chang and Q. W. Zhang, BE
Effect of Grouting Pressure in Posttensioned Bulbtee Strength and Ductility of RC Beams Repaired with Bond Jan./Feb. 01, p46-53
Girders, Kamal Tawfig, Primus Mtenga and Mousa ed CFRP Laminates, G. Spadea, R. N. Swamy and F
Issa, BE May/June 01, p198-206 Bencardino, BE Sept./Oct. 01, p349-355 Models
Strength and Ductility of HPS-100W 1I-Girders in Nega Lateral displacement effect Dynamic Response of Half-Through Steel Arch Bridge
tive Flexure, Richard Sause and Larry A. Fahnestock, Using Fiber Model, Tetsuya Nonaka and Asghar Ali
BE Sept/Oct. 01, p316-323 Effect of Foundation Type and Compliance on Seismic P.E., BE Nov./Dec. 01, p482-488
Response of RC Bridges, Andreas J. Kappos and
Suspension Bridge Flutter for Girders with Separated AnastasiosG . Sextos, BE Mar/Apr. 01, p120-130 Simplified Modeling of Bridge Response on Soft Soil
Control Flaps, Truc Huynh and Palle Thoft Nonuniform Seismic Excitation, George Myloni
Christensen, BE May/June 01, p168-175 Lateral loads Dimitri Papastamatiou, John Psycharis and Khalec j
Graphical analysis Effect of Foundation Type and Compliance on Seismic Mahmoud,B E Nov./Dec. 01, p587-59
ComVpeuhitceurl-aAri deLdo adiGnrga, phAimciarl M.A naMlaylseiks, oPf.E . Brainddg eDsa viudn de\rV RAensapsotnassei osoGf . SReCxt os,B ridBEg es,M ar./AAnpdrr.e as0 1, J.p 12K0a-p1p3o0s and heCoarbyl e-aSnudp pFourltle-dB ridgBer idgMeosd,e linNgi choofl asW indP . ReJsopnoens se
Jauregui, BE May/June 01, p207-212 London Millennium Bridge: Pedestrian-Induced Lateral Robert H. Scanlan, BE Nov/Dec. 01, p365-375
Vibration, Pat Dallard, Tony Fitzpatrick, Anthony
Grillages Flint, Angus Low, Roger Ridsdill Smith, Michael Will Modular structures
Nonlinear Flexural Behavior of Prestressed Concrete ford and Mark Roche, BE Nov./Dec. 01, p412-417 Design, Specification Installation, and Maintenance of
Girder Bridges, Linzhong Deng, Michel Ghosn, Ales Life cycle cost Modular Bridge Expansion Joint Systems, Robert J
Znidaric and Joan R. Casas, BE July/Aug. 01, p276 Dexter, Carl B. Osberg Mark J. Mutziger, BE
284 Bridge Lifetime System Reliability under Multiple Limit Nov./Dec. 01 p529 S38
States, Allen C. Estes and Dan M. Frangopol, BE
Ground motion Nov/Dec. 01, p523-528 Motion effects
Seismic Performance of RC Bridge Column under Re Live loads Frequency-Domain Analysis of Long-Span Bridges Sub
C4p6eo7ao tpeedr Garnodu ndJ. DM.o tiOo'nFsa,l loSn., W. BE ParNko, v./WD.e c.P . Y01e, n,p J46.1 D LivEe omL oaadn d DiAsntdrrizbeujt ioSn. Nfoorw akS,te el BEG irNdoevr. /DBerci.d ges,01 , Jpu4n8si9k OEjlte, tctoeupdn5 e7y,7t o- 58NA6od naumn ifHaoprimj anSde isRmuicb en MoGtaijeorn,s , BE MoNhoavm/mDeec d
497
Grout Live Load Distribution in Girder Bridges Subject to Natural frequency
Effect of Grouting Pressure in Posttensioned Bulbtee Oversized Trucks, Sami W. Tabsh and Muna Tabata Monitoring and Analysis of a Bridge with Partially Re
Girders, Kamal Tawfig, Primus Mtenga and Mousa bai, BE Jan/Feb. 01, p9-16 strained Bearings, Yongda Fu and John T. DeWolf, BE
Issa, BE May/June 01, p198-206 Live Load Tests of the San Antonio “Y™, Carin | Jan/Feb. 01, p23-29
Guidelines RKroebgeerr,t s-BWEo llNmoavn/nD,e c. Jo0h1,n pE5. 56-B5r6e3e n and Michael f New York City
StaeJtsu,e n-eo Kfh-0at1lh,ee d-pA 1r5tM9 . -1inS6 e7n Dneashi gna ndo f JCouhnr veBd. KBeonxn-eGdyi,r derB E BrMiadyg LivGJeio-rhdLenora F d. BSrtDiaidnstgtoernsi,, b utBPiEao unl SepFJta. .c/tBOoacrrtrs., i0nM1 ,a rPerp e2s9tO8r.- e3ss0Ee6bd e rhCaorndc reatned EvaNMleyuwlao tinoankY iosro fk SaintCdei tyF aPcetteorAr rse a, for SSiessiys mic Bridge
Guideways Response of Prestressed Concrete |-Girder Bridges to poo4 S/6
BART SFO Extension Aerial Guideways: Using Nonlin Live Load, Michael Schwarz and Jeffrey A. Laman Nondestructive evaluation
aeSagcreo ,t t AnMTai.lc yhDsarieeshl e r,t oH . BEJC oonnNtersoo,vl . /DaeAncdy. m aMni0 1n iEm.p i3z6Se5a laSm3e7ai5,s micP. E. Daamn d StoeBcsE,h astJPi.ac n /CFerMboo.cd ee l0 1,a fnodpr 1-M8Wu .l tilSaanlvea toTrrea,f fic BEE ffeMcatrs. /Aopn r. Brid0g1 AsSssuehzsuus-kmSieh nitka ondko uf MCoatboBlirei dgOeMksau,di an,t enMaBaEnk coetN oo vT/eDcKehicnto algo g
Hangers p136-143
Nonlinear analysis
Stress Spikes in Pin and Hanger System of a Truss Load distribution
Bridge, Sanjay Mehta, BE Mar./Apr. 01, p103-109 Live Load Distribution for Steel Girder Bridges, Junsik BAeRaTr ASnFalOys is Extteon sionC ontrAoelr iala nd GuMiidneiwmaiy s
Heat treatment Eom and Andrzej S. Nowak, BE Nov/Dec. 01, p489 age, Michael H. Jones, Ayman I
Engineered Heat-Straightening Repairs: A Case Study 497 Scott T. Dreher, BE Nov./Dec
R. Richard Avent, P.E. and David J. Mukai, BE Mar Live Load Distribution in Girder Bridges Subject to Nonlinear Flexural Behavior
HigAhpr . st0r1e ngpt9h5 st1e0e2l Obavi,e rsBiEz edJ an/TrFuecbk s, 01, Sapm9i- 16W . Tabsh and Muna Tabata GZinriddearr ic Briadngde s, JoanL inRz hor
Live-Load Distribution Factors in Prestressed Concrete 284
Full-Scale Testing of Composite Plate Girders Construct Girder Bridges, Paul J. Barr, Marc O. Eberhard and
ed Using 485-MPa High-Performance Steel, Patrick John F. Stanton, BE Sept/Oct. 01, p298-306 Nonlinear response
MAaznsi,z inAaamrionniP, J. E.. ,Ya BkEe l, NovP.h/.DDe.c . Ca0n1,d idpa5t9e8 -6a0n4d Atorod Pertfigourem anLcoead inogf , BriKdhgael edT imbAe. r SoTuideksi , undSearm i StatHi.c Riazndk alFlaa StabHiulintgy- ShAanna lysSihsu anofd BoYxa-nGgi-rdCehre ngC abWlae-nSgt
History and A. Shakoor Uppal, BE Nov. 99, p263-268 Ol, p63-68
Editorial, Khaled M. Mahmoud, P.E., BE Nov/Dec. 0 Response of Prestressed Concrete I-Girder Bridges to Numerical models
p363 364 Live Load, Michael Schwarz and Jeffrey A. Laman
BE Jan./Feb. 01, p1-8 Response of Timber Bridg«
Hollow sections Horyna, Ricardo O. Foschi ;
Seismic Behavior of Hollow Stiffened Steel Bridge Col Load tests Jan/Feb. 01, p69-77
umns, Gregory A. MacRae and Kazuhiko Kawashima Comparison of Static and Dynamic Lateral Stiffness of ¢
BE Mar./Apr. 01, p1 10-119 Driven Pile. Edwin G. Burdette, Shahram Pezeshk, J Optimization
Harold Deatherage and David W. Goodpasture. BI Finite-Element Model Updating f
Hong Kong Mar./Apr. O1, pi 31-135 Cable-Stayed Bridge, Q. W
Finite-Element Model Updating for the Kap Shui Mun Live Load Tests of the San Antonio “Y Carin | and C. C. Chang, BE July/Au
CaanbdleC -.S Ct.a yCehda ngB,r idBgEe , JuQl.y /AWu.g . Zh0a1,n g,p 285T.- 29Y.3 P. Chang RKorbeegrtesr-,W BoEl lNmoavn.n/D,e c. Jo0h1,n pE5. 56-B5r6e3e n and Michael I Pedestrians
London Millennium Bridge: Pex
Hydrostatic pressure Loading rate Vibration, Pat Dallard, Tony Fitzpa
Effect of Grouting Pressure in Posttensioned Bulbtee Load Rating of Masonry Arch Bridges Thomas | Flint, Angus Low, Roger Ridsdill Smith, Michael W
Girders, Kamal Tawfiq, Primus Mtenga and Mousa Boothby,B E Mar./Apr. 01, p79-86 ford and Mark Roche, BE Nov./Dec. 01, p412-4
Issa, BE May/June 01, p198-206
Loads Pennsylvania
Japan
Design Considerations for Aircraft Bridges, Bruce A Load Rating of Masonry
Assessment of Cable Maintenance Technologies for Hon Moulds,B E Nov./Dec. 01, p498-505 Boothby, BE Mar./Apr
shu-Shikoku Bridges, Makoto Kitagawa, Shuichi
Suzuki and Motoi Okuda, BE Nov./Dec. 01, p418-424 Response and Analysis of Steel Trusses for Fatigue Performance evaluation
Truck Loading, Heather M. O'Connell and Robert J
Design Method of a Hanger System for Long-Span Sus Dexter, P.E.. BE Nov./Dec. 01, p628-638 Pertormance of Segmental and Postten
pension Bridge. Munenobu Kondoh, Motoi Okuda Europe, Alan Moreton, BE Nov./Dex
Kouji Kawaguchi and Takefumi Yamazaki, BE May Loess
June 01, p176-182 Comparison of Static and Dynamic Lateral Stiffness of a Performance standards
Reliability-Based Assessment of Suspension Bridges Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J Performance-Based Design Approach in Seismic Analy
Application to the Innoshima Bridge, Kiyohiro Imai Harold Deatherage and David W. Goodpasture, BE Amy Floren and Jamshid Mohammad
and Dan M. Frangopol, BE Nov./Dec. 01, p398-411 Mar./Apr. O01, pi 31-135
Korea Maintenance Pile foundations
Cable Erection Test at Pylon Saddle for Spatial Suspen Assessment of Cable Maintenance Technologies for Hon Effect of Foundation Type and Comp!
sion Bridge, Heungbae Gil and Youngjae Choi, BE shu-Shikoku Bridges, Makoto Kitagawa, Shuichi Response of RC Bridges, Andreas
May/June 01, p183-188 Suzandu Motkoi iOku da, BE Nov./Dec. 01, p418-424 AnastasiosG . Sextos, BE Mar/Apr
657
PILES 2001 ANNUAL INDEX
Piles Residual stress Shear
Simplified Modeling of Bridge Response on Soft Soil to Cracking and Fracture of Suspension Bridge Wire, R. M Shear Retrofit of Flared RC Bridge Columns Subjected to
Nonuniform Seismic Excitation, George Mylonakis Mayrbaurl, P.E. and S. Camo, P.E., BE Nov/Dec. 01 Earthquakes, M. Saiid Saiidi, Nadim I. Wehbe, David
Dimitri Papastamatiou, John Psycharis and Khaled p64s 650 H. Sanders and Cory J. Caywood, BE May/June 01
Mahmoud, BE Nov/Dec. 01, p587-597 p189-197
Responsibility
Pine wood New Editor and Associate Editors Sought, Journal of Shear strength
Preservative Effect on Stress-Laminated Southern Pine Bridge Engineering, Dennis R. Mertz, P.E., BE July Strength and Serviceability of FRP Grid Reinforced
Bridge Decks, Nur Yazdani, P.E., Joy Kadnar, PE Aug. 01, p226 Bridge Decks, Joseph Robert Yost and Edwin R
James Kainz and Mike Ritter, P.E.. BE Mar/Apr. 01 Schmeckpeper, BE Nov./Dec. 01, p605-612
p144-153 Restraint systems
Ship bridge collisions
Plate girders Monsittroairniendg Beaanrdi ngAs,n alysisY ongodfa aF u Brainddg e Johwni th T. PaDret iWalollyf , RBeE Statewide Vessel Collision Design for Bridges, Chunhua
Full-Scale Testing of Composite Plate Girders Construct Jan/Feb. 01, p23-29 Liu and Ton-Lo Wang, BE May/June 01, p213-219
ed Using 485-MPa High-Performance Steel, Patrick
Mans, Aaron J. Yakel, Ph.D. Candidate and Atorod Retrofitting Site selection
Azizinamini, P.E., BE Nov./Dec. 01, p598-604 Evaluation of Site Factors for Seismic Bridge Design in
Seismic Behavior and Retrofit of Outrigger Beam New York City Area, Sissy Nikolaou, George
Plates Column Frames, A. Griezic, W. D. Cook and D Mylonakis and Peter Edinger, BE Nov/Dec. 01
Strengthening of a Steel Bridge Girder Using CFRP Mitchell, BE Sept/Oct. 01, p340-348 p564 576
PMleartetsz, aTndr enJats oCn. MNi. lleHra,s tinMgisc,h aeBlE JN. oCvh/aDjeecs,. D0e1,n nips5 14R SheEaarr thRqeturaokfeist, of M.F laSraeidi d RCS aiiBdir,i dgNea dCiomlu Imn.s W ehSbueb,j ectDeadv idto Skewness
$22 H. Sanders and Cory J. Caywood, BE May/June 01 Live-Load Distribution Factors in Prestressed Concrete
p189-197 Girder Bridges, Paul J. Barr, Marc O. Eberhard and
Post tensioning John F. Stanton, BE Sept/Oct. 01, p298-306
Performance of Segmental and Posttensioned Bridges in se of Isolation for Seismic Retrofitting Bridges, R«
Europe, Alan Moreton, BE Nov./Dec. 01, p543-555 Imbsen, P.E., BE Nov/Dec. 01, p425-438 Slabs
Alternative Layout for the Prestressing of Slab Bridges
Preliminary design Safety L. T. Stavridis, BE Sept/Oct. 01, p324-332
Preliminary Design of the Prestressed Concrete Stress Statewide Vessel Collision Design for Bridge
Ribbon Bridge, Diego Cobo del Arco, Angel C. Apari Liu and Ton-Lo Wang, BE May/June 01 Slip
cio and Antonio R. Mari, BE July/Aug. 01, p234-242 Neoprene Bearing Pad Slippage at Louisiana Bridges, Ex
San Francisco nest Heymsfield, Jamie McDonald and R. Richard
Pressures BART SFO Extension Aerial Guideways: Using Nonlin Avent, BE Jan./Feb. 01, p30-36
EffGeicrtd erso,f GrKoaumtailn g TaPwrfeisgs, ure Priimn us PosMttteenngsiao neadn d BMulobutseae eaagre , AnMailcyhsaiesl toH . CoJnotnreso,l aAndy mMainn iEm.i zSea laSmeai,s micP. E. Daamn d Soft soils
Issa, BE May/June 01, p198-206 Scott T. Dreher, BE Nov./Dec. 01, p365-375 Simplified Modeling of Bridge Response on Soft Soil to
Nonuniform Seismic Excitation, George Mylonakis
Prestressing Segmented elements Dimitri Papastamatiou, John Psycharis and Khaled
AltL.e rnTa.t iSvtea vridiLsa,y out BfEo rS eptthe/ OcPtr.e st0r1e, ssipn3g2 4-o3f 32S lab Bridges Performance of Segmental and Posttensioned Bridges in Mahmoud,B E Nov./Dec. 01, p587-597
Europe, Alan Moreton, BE Nov./Dec. 01, p543-555 Soil conditions
Strengthening by Means of External Prestressing, M. A
Pisani, BE May 99, p131-135 Seismic analysis Frequency-Domain Analysis of Long-Span Bridges Sub
jected to Nonuniform Seismic Motions, Mohammed
Probabilistic models Dynamic Response of Half-Through Steel Arch Bridge Ettouney, Adam Hapij and Ruben Gajer, BE Nov./Dec
Probabilistic Seismic Demand Model for California PU.sE.i, ng BEF ibNeorv ./MDoedce.l , 01,T etps4u8y2a- 48N8o naka and Asghar Ali 01, p577-586
Highway Bridges, Kevin Mackie and BoZidar Stojadi Stability analysis
novié, BE Nov./Dec. 01, p468-481 Performance-Based Design Approach in Seismic Analy
is of Bridges, Amy Floren and Jamshid Mohammadi Stability Analysis of Box-Girder Cable-Stayed Bridges
Radar BE Jan./Feb. 01, p37-45 Hung-Shan Shu and Yang-Cheng Wang, BE Jan./Feb
Radar Testing of a Masonry Composite Structure with Ol, p63-68
Sand and Water Backfill, C. Colla, D. M. McCann and Seismic design Static loads
M. C. Forde, BE July/Aug. 01, p262-270 Effectiveness of Seismic Isolation of a Highly Skewed Comparison of Static and Dynamic Lateral Stiffness of a
Railroad ties P/C 1-Girder Bridge, B. N. Robson, |. E. Harik and V Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J
Performance of Bridge Timber Ties under Static and Fa Gupta, BE May/June 01, p221-224 Harold Deatherage and David W. Goodpasture, BE
igue Loading, Khaled A. Soudki, Sami H. Rizkalla Evaluation of Site Factors for Seismic Bridge Design in Mar./Apr. 01, pl 135
and A. Shakoor | ppal BE Nov. 99 p263 268 NMyelwo nakYiosr k anCdi ty PeterA rea, EdingSeirs,s y BNEi kolNaoouv,/ Dec.G eorg01e Steel
Ramps p564-576 Dynamic Analysis of Steel Curved Box Girder Bridges,
Steel Single Box Ramp Bridges, B. O. Kuzmanovié and Dongzhou Huang, P.E., BE Nov./Dec. 01, p506-513
M.R. Sanchez, BE July/Aug. 01, p250-253 Persfiso romf anBrcied-gBeass, edA myD esiFglno ren Apapnrdo acJha msihn idS eiMsomihca mmAandaliy Response and Analysis of Steel Trusses for Fatigue
Ratings BE Jan./Feb. 01, p37-45 Truck Loading, Heather M. O’Conneil and Robert J
Dexter, P.E., BE Nov./Dec. 01, p628-638
QuapBnr2ti5id4fg-ey2si,6n 1g MFiicehlade-lT estG . BeBahrakveir,o r Pf.Eo.r. RaBtEin g JuSltye/eAlu g.G ird0e1r PronHboaivbigi¢h,l wisatyBi Ec BNroiSvde.gie/ssDm,ei cc. Kev0D1i,e n mpaM4na6dc8 k-i4e8 1M odaenld BofZoir darC alSitfoojrandiia SteeMl. R.S inSgalnec heBzo,x BREa mpJu lyB/rAiudgg.e s, 01, Bp.2 5O0.- K2u5z3 manovié and
Strength and Ductility of HPS-100W I-Girders in Nega-
Rehabilitation Seismic and Structural Engineering of a Curved Cable tive Flexure, Richard Sause and Larry A. Fahnestock
Bearing Replacement for Prestressed Concrete 1-Girder Stayed Bridge, Abolhassan Astaneh-Asl and R. Gary BE Sept./Oct. 01, p316-323
Bridges, Sun-Kyu Park, Hyeong-Yeol Kim and Jung Black, BE Nov/Dec. 01, p439-450
Hyuk Kim, BE July/Aug. 01, p271-275 Seismic Restrainer Design Methods for Simply Support Steel beams
Durability of Segmental Concrete Bridges, Maurice D ed Bridges, M. Saiidi, M. Randall, E. Maragakiasn d T Engineered Heat-Straightening Repairs: A Case Study
Miller, BE Nov./Dec. 01, p514-522 Isakovic, BE Sept/Oct. 01, p307-315 RA.p r RiOclh arpd9 s Av1e0nt2, P.E. and David J. Mukai, BE Mar
Editorial, Khaled M. Mahmoud, P.E., BE Nov/Dec. 01
p363-364 Seismic isolation Steel columns
Strengthening by Means of External Prestressing, M. A Use of Isolation for Seismic Retrofitting Bridges, Roy A Seismic Behavior of Hollow Stiffened Steel Bridge Col
Pisani, BE May 99, p131-13535 Imbsen, P.E., BE Nov./Dec. 01 p425 438 umns, Gregory A. MacRae and Kazuhiko Kawashima,
Strengthening of a Steel Bridge Girder Using CFRP Seismic response BE Mar./Apr. 01, p1 10-119
Plates, Trent C. Miller, Michael J. Chajes, Dennis R Effect of Foundation Type and Compliance on Seismic Stiffness
M69e9r tz and Jason N. Hastings, BE Nov/Dec. 01 psi4 Response of RC Bridges, Andreas J. Kappos and Comparison of Static and Dynamic Lateral Stiffness of a
AnastasiosG . Sextos, BE Mar/Apr. 01, p120-130 Driven Pile, Edwin G. Burdette, Shahram Pezeshk, J
Reliability Effectiveness of Seismic Isolation of a Highly Skewed Harold Deatherage and David W. Goodpasture, BE
Reliability-Based Assessment of Suspension Bridges P/C 1-Girder Bridge, B. N. Robson, I. E. Harik and V Mar./Apr. 01, p131-135
Application to the Innoshima Bridge, Kiyohiro Imai Gupta, BE May/June 01, p221-224 Stochastic models
and Dan M. Frangopol, BE Nov/Dec. 01, p398-41 1 Seismic Behavior and Retrofit of Outrigger Beam Stochastic Model for Multilane Traffic Effects on Bridg
Repairing Column Frames, A. Griezic. W. D. Cook and D es, P. Croce and W. Salvatore, BE Mar./Apr. 01
Engineered Heat-Straightening Repairs: A Case Study Mitchell, BE Sept/Oct. 01, p340-348 pl 36-143
R. Richard Avent, P.E. and David J. Mukai, BE Mar Seismic Performance of RC Bridge Column under Re Strain measurement
Apr. 01, p95-102 peated Ground Motions, S. W. Park, W. P. Yen, J. D Response and Analysis of Steel Trusses for Fatigue
Strength and Ductility of RC Beams Repaired with Bond Cooper and J. D. O'Fallon, BE Nov/Dec. 01, p461 Truck Loading, Heather M. O'Connell and Robert J
ed CFRP Laminates, G. Spadea, R. N. Swamy and F 467 Dexter, P.E., BE Nov./Dec. 01, p628-638
Bencardino, BE Sept/Oct. 01, p349-355
Service loads Strength
Research Behavior of Composite Bridge Decks with Alternative Strength and Ductility of RC Beams Repaired with Bond
Editorial, Khaled M. Mahmoud, P.E., BE Nov/Dec. 01 Shear Connectors, Christopher Higgins and Heath ed CFRP Laminates, G. Spadea, R. N. Swamy and F
Pp 363-364 Mitchell, BE Jan./Feb. 01, p17-22 Bencardino, BE Sept./Oct. 01, p349-355
658
SUBJECT INDEX WOOD PRESERVATIVES
Strengthening by Means of External Prestressing, M. A lraffic models
Pisani, BE May 99, p131-135 Stochastic Model for Multilane Traffic Effects on Bridg
Stress analysis es, P. Croce and W. Salvatore, BE Mar/Apr. 01
p136-143
Stress Spikes in Pin and Hanger System of a Truss
Bridge, Sanjay Mehta, BE Mar/Apr. 01, p103-109 Transverse loads
Response of Prestressed Concrete I-Girder Bridges to
Stress history Live Load, Michael Schwarz and Jeffrey A. Laman
Stress Spikes in Pin and Hanger System BE Jan./Feb. 01, p1-8
Bridge, Sanjay Mehta, BE Mar./Apr. 01, plt
Trucks
Stress measurement Live Load Distribution in Girder Bridges Subject to
Design Method of a Hanger System for Long-Span Sus Oversized Trucks, Sami W. Tabsh and Muna Tabata
pension Bridge, Munenobu Kondoh, Motoi Okuda bai, BE Jan./Feb. 01, p9-16
Kouji Kawaguchi and Tak mi Yamazaki, BE May Response and Analysis of Steel Trusses for Fatigue
June 01, p176-182 Truck Loading, Heather M. O'Connell and Robert J
Structural analysis Dexter, P.E., BE Nov./Dec. 01, p628-638
Design Method of a Hanger System for Long-Span Su Trusses
pension Bridge, Munenobu Kondoh, Motoi Okuda Response and Analysis of Steel Trusses for Fatigue
Kouji Kawaguchi and Takefumi Yamazaki, BE May Truck Loading, Heather M. O'Connell and Robert J
June O1, p176-182 Dexter, P.E., BE Nov/Dec. 01, p628-638
Structural behavior United Kingdom
Self-Anchored Suspension B London Millennium Bridge: Pedestrian-Induced Lateral
ind David P. Billington, B Vibration, Pat Dallard, Tony Fitzpatrick, Anthony
Flint, Angus Low, Roger Ridsdill Smith, Michael Wil
Structural design ford and Mark Roche, BE Nov./Dec. 01, p412-417
Editorial, Khaled M. Mahm
1363-364 Vehicles
Computer-Aided Graphical Analysis of Bridges under
Structural reliability Vehicular Loading, Amir M. Malek, P.E. and David \
Bridge Lifetime System Reliability Jauregui. BE May/June 01, p207-212
State Allen ¢ id Dan M. Frang Response of Timber Bridge to Traffic Loading, Tomas
Horyna, Ricardo O. Foschi and Carlos E. Ventura, BE
Jan./Feb. 01, p69-77
Structural safety
Bearing Replacement fo Vibration
Bridges, Sun-Kyu Park Bending Fatigue of Cable Stays. J. Dowd, M. Poser, K
Hyuk Kim, BE July/Aug H. Frank, S. L. Wood and E. B. Williamson, BE Nov
Dec. 01. p639-644
Substructures ondon Millennium Bridge: Pedestrian-Induced Lateral
Alternate Substructure Systen Vibration, Pat Dallard. Tony Fitzpatrick, Anthony
u S. L. Billingto lint zus Low, Roger Ridsdill Smith, Michael Will
Mar./Apr ord and Mark Roche, BE Nov./Dec. 01, p412-417
Superstructures Vibration control
Effectiveness of Seisn Isolation of a Highl Suspension Brid lutter for Girders with Separated
P/C 1-Girder Bridge, B Robson, |. E. Harik and V Control d Truc Huynh ar Palle Thoft
Gupta, BE May/June O01, p22 Christensen ay/June 01, p168-1
Tests Vibration damping
Full-Scale Field Failure Te ‘ Evaluation of Viscous Dampers for Stay-Cable Vibration
manuel “Manos” Maragakis Mitigation, J. A. Main andN . P. Jones, BE Nov./Dec
Qingbin Chen, BE Sept/Oct Ol, p385-397
Full-Scale Testing of Composite Plate Girders Construct Vibration measurement
ed Using 485-MPa High-Performance Steel, Patric Ambient Vibration of Long-Span Cable-Stayed Bridge
Mans, Aaron J. Yakel ’ andidate and Atorod C. C. Chang, T. Y . P. Chang and Q. W. Zhang, BE
Azizinamini, P.E., BE No JL, p598-604 an./Feb. 01, p46-53
Texas Waves
Bending f gue of Cable Stays. J. Dowd, M. Poser, K Frequency-Domain Analysis of Long-Span Bridges Sub
H. Fra L. Wood and E. B. Williamson. BE No jected to Nonuniform Seismic Motions, Mohammed
Dec. 01, p639-644 Ettouney, Adam Hapij and RubeGanje r, BE Nov/Dec
Ol p577 Se
Load Tests the San Antoni«
Roberts-Wollmann, John E. Breen Wind loads
Kreger, BE Nov/Dec. 01, p556-563
Design Method of a Hanger System for Long-Span Sus
Theories pension Bridge, Munenobu Kondoh, Motoi Okuda
Kouji Kawaguchi and Takefumi Yamazaki, BE May
Theory and Full-Bridge Modeling of Wind Response « June O1, p176-182
Cable-Supported Bridges, Nicholas P. Jones
RobertH . Scanlan, BE Nov./Dec. 01, p365-375 Theory and Full-Bridge Modeling of Wind Response of
Cable-Supported Bridges. Nicholas P. Jones and
Three-dimensional analysis Robert H. Scanlan, BE Nov./Dec. 01, p365-375
Stability Analysis of Box-Girder Cable-Stayed Bridges Wind speed
Hung-Shan Shu and Yang-Cheng Wang b
Ol, p63-68 Suspension Bridge Flutter for Girders with Separated
Control Flaps, Truc Huynh and Palle Thoft
limber construction Christensen, BE May/June 01, p168-175
Preservative Effect on Stress-Laminated Southern Pine Wire rope
Bridge Decks, Nur Yazdani, P.E., Joy Kadnar, P.E Cracking and Fracture of Suspension Bridge Wire, R. M
pJ1a4me4s- 15K3a inz and Mike Ritter, P.E.. BE Mar/Apr. 01 pMaoysrsb au6r5l0, P.E. and S. Camo, P.E., BE Nov./Dec. 01
Timbers Wood preservatives
Performance of Bridge Timber Ties under Static and Fa Preservative Effect on Stress-Laminated Southern Pine
tigue Loading. Khaled A. Soudki, Sami H. Rizkalla Bridge Decks, Nur Yazdani, P.E., Joy Kadnar, Pt
and A. Shakoor Uppal, BE Nov. 99, p263-268 James Kainz and Mike Ritter, P.E.. BE Mar./Apr. 01
pi44-153
Traffic
Live Load Distribution in Girder Bridges Subject to
Oversized Trucks, Sami W. Tabsh and Muna Tabata
bai, BE Jan/Feb. 01, p9-16
Traffic flow
Stochastic Model for Multilane Traffic Effects on Bridg
es, P. Croce and W. Salvatore. BE Mar/Apr. 01
pl 36-143
AGRAWAL 2001 ANNUAL INDEX
AUTHOR INDEX
Agrawal, A. K. Cobo del Arco, Diego Forde, M. C.
see He, W. L., BE Nov/Dec. 01, p376-384 Preliminary Design of the Prestressed Concrete Stress see Colla, C., BE July/Aug. 01, p262-270
Ribbon Bridge, with Angel C. Aparicio and Antonio R
Ali, Asghar, P.E. Mari, BE July/Aug. 01, p234-242 Foschi, Ricardo O.
see Nonaka, Tetsuya, BE Nov/Dec. 01, p482-488 see Horyna, Tomas, BE Jan./Feb. 01, p69-77
Colla,C .
Aparicio, Angel C. Radar Testing of a Masonry Composite Structure with Frangopol, Dan M.
ee Cobo del Arco, Diego, BE July/Aug. 01, p234-242 Sand and Water Backfill, with D. M. McCann and M see Estes, Allen C., BE Nov./Dec. 01, p523-528
C. Forde, BE July/Aug. 01, p262-270 see Imai, Kiyohiro, BE Nov./Dec. 01, p398-411
Astaneh-Asl, Abolhassan
Seismic and Structural Engineering of a Curved Cable Cook, W. D. Frank, K. H.
Stayed Bridge, with R. Gary Black, BE Nov/Dec. 01 ee Griezic, A., BE Sept/Oct. 01, p340-348 see Dowd, J., BE Nov./Dec. 01, p639-644
p439-450
Cooper, J. D. Fu, Yongda
Avent, R. Richard see Park, S. W., BE Nov./Dec. 01 p46! 467 Monitoring and Analysis of a Bridge with Partially Re-
see Heymsfield, Ernest, BE Jan/Feb. 01, p30-36 strained Bearings, with John T. DeWolf, BE Jan./Feb
Croce, P. 01, p23-29
Avent, R. Richard, P.E. Stochastic Model for Multilane Traffic Effects on Bridg
Engineered Heat-Straightening Repairs: A Case Study es, with W. Salvatore, BE Mar./Apr. 01, p136-143 Gajer, Ruben
with David J.M ukai, BE Mar./Apr. 01, p95-102 see Ettouney, Mohammed, BE Nov./Dec. 01, p577-586
Cunha, A.
Azizinamini, Atorod, P.E. Dynamic Tests on Large Cable-Stayed Bridge, with E Ghosn, Michel
see Mans, Patrick, BE Nov./Dec. 01, p598-604 Caetano and R. Delgado, BE Jan./Feb. 01, p54-62 see Deng, Linzhong, BE July/Aug. 01, p276-284
Barker, Michael G., P.E. Dallard, Pat Gil, Heungbae
Quantifying Field-Test Behavior for Rating Steel Girder London Millennium Bridge: Pedestrian-Induced Lateral Cable Erection Test at Pylon Saddle for Spatial Suspen
Bridges, BE July/Aug. 01, p254-261 Vibration, with Tony Fitzpatrick, Anthony Flint, sion Bridge, with Youngjae Choi, BE May/June 01,
Angus Low, Roger Ridsdill Smith, Michael Willford p183-188
Barnes, R. W. and Mark Roche, BE Nov./Dec. 01, p412-417 Goodpasture, David W.
e Billington, S. L.,B E Mar/Apr. 01, p87-94
Deatherage, J. Harold see Burdette, Edwin G., BE Mar/Apr. 01, p131-135
Barr, Paul J. see Burdette, Edwin G., BE Mar/Apr. 01, pi31-135 Griezic, A.
LivGei-rdLeora d BrDiidsgetsr,i butiwiotnh FMaacrtco rs O. in EbPerrehstarreds seadn d CoJnochrne teF Dseee lgCaudnoh,a , R. A., BE Jan./Feb. 01, p54-62 SeiCsomlicu mn BeFhraavmieosr, wainthd W.R etDr.o fiCto oko f andO utDr.i gMgietrc hellB,e amB-E
Stanton, BE Sept/Oct. 01, p298-306 Sept/Oct. 01, p340-348
Deng, Linzhong
Bencardino, F Nonlinear Flexural Behavior of Prestressed Concrete Gupta, V.
see Spadea, G., BE Sept./Oct. 01, p349-355 Girder Bridges, with Michel Ghosn, Ales Znidaric and see Robson, B. N., BE May/June0 1, p221-224
Billington, David P. Joan R. Casas, BE July/Aug. 01, p276-284 Hapij, Adam
see Ochsendorf, John A., BE Aug. 99, p151-156 DeWolf, John T. see Ettouney, Mohammed, BE Nov/Dec. 01, p57 586
Billington, S. L. see Fu, Yongda, BE Jan./Feb. 01, p23-29 Harik, I. E.
Alternate Substructure Systems for Standard Highway Dexter, Robert J. see Robson, B. N., BE May/June 01, p221-224
Bridges, with R. W. Barnes and J. E. Breen, BE Mar Design, Specification, Installation, and Maintenance of
AAoprr 01. pp8&787--9944 Modular Bridge Expansion Joint Systems, with Carl B Hastings, Jason N.
Black, R. Gary Op5s2b9e.r gS 38 and Mark J. Mutziger, BE Nov/Dec. 01 see Miller, Trent C., BE Nov./Dec. 01, p5i4 522
Astaneh-Asl, Abolhassan, BE Nov/Dec. 01, p439 He, W. L.
450 Dexter, Robert J., P.E. Control of Seismically Excited Cable-Stayed Bridge
see O'Connell, Heather M., BE Nov./Dec. 01, p628-638 Using Resetting Semiactive Stiffness Dampers, with
Boothby, Thomas E. A. K. Agrawal and K. Mahmoud, BE Nov/Dec. 01,
Load Rating of Masonry Arch Bridges, BE Mar/Apr. 01 Douglas, Bruce M. p376-384
p79-86 see Maragakis, Emmanuel “Manos”, BE Sept/Oct. 01,
p356- 362 Heymsfield, Ernest
Breen, J. E. Neoprene Bearing Pad Slippage at Louisiana Bridges,
Billington, S. L., BE Mar./Apr. 01, p87-94 Dowd,J . with Jamie McDonald and R. Richard Avent, BE Jan//
Bending Fatigue of Cable Stays, with M. Poser, K. H Feb. 01, p30-36
Breen, John E. Frank, S. L. Wood and E. B. Williamson, BE Nov
ee Roberts-Wollmann, Carin | BE Nov/Dec. 01 Dec. 01, p639-644 Higgins, Christopher
p556-563 Behavior of Composite Bridge Decks with Alternative
Dreher, Scott T. Shear Connectors, with Heath Mitchell, BE Jan/Feb
Burdette, Edwin G. see Jones, Michael H., BE Nov./Dec. 01, p365-375 Ol, pi7-22
Comparison of Static and Dynamic Lateral Stiffness of 2
Driven Pile, with Shahram Pezeshk, J. Harold Deather Du, Jinsheng Horyna, Tomas
age and David W. Goodpasture, BE Mar/Apr. 01 disc. (of Strengthening by Means of External Prestress Response of Timber Bridge to Traffic Loading, with Ri
pi 31-135 ing, by M. A. Pisani, BE May 99, p131-135) with Xila cardo O. Foschi and Carlos E. Ventura, BE Jan./Feb
Liu, BE Mar/Apr. 01, p155 01, p69-77
Caetano, E.
ee Cunha, A., BE Jan./Feb. 01, p54-62 Eberhard, Marc O. Huang, Dongzhou, P.E.
see Barr, Paul J., BE Sept/Oct. 01, p298-306 Dynamic Analysis of Steel Curved Box Girder Bridges,
Ceae moM,a yrSb.a, urPl.,E . R. M., P.E., BE Nov./Dec. 01, p645-650 Edinger, Peter BE Nov./Dec. 01, p506-513
see Nikolaou, Sissy, BE Nov./Dec. 01, p564-576 Huynh, Truc
Casas, Joan R. Eom, Junsik Suspension Bridge Flutter for Girders with Separated
see Deng, Linzhong, BE July/Aug. 01, p276-284 Live Load Distribution for Steel Girder Bridges, with An Control Flaps, with Palle Thoft-Christensen, BE May/
Caywood, Cory J. drzej S. Nowak, BE Nov./Dec. 01, p489-497 June 01, p168-175
see Saiidi, M. Saiid, BE May/June 01, p189-197 Estes, Allen C. Imai, Kiyohiro
Chajes, Michael J. Bridge Lifetime System Reliability under Multiple Limit Reliability-Based Assessment of Suspension Bridges
see Miller, Trent C., BE Nov/Dec. 01, p514-522 Spt5a2t3es-,5 28w ith Dan M. Frangopol, BE Nov/Dec. 01 AFprpalnigcoaptoilo,n BEto Nothve. /DIenc.n osh01i,m ap 39B8r-i4d1g1e , with Dan M
CAhmaObw1nii, tgeh,n pt 4 T6C..- V 5iY3Cb .r .at Pi. onC haonf g Loanngd -SQp. anW . CaZbhlaneg-,S taByEe d JaBnr/iFdegbe, EFtrtejoqeucutneeedny c,y t-oM DooNmhoaaniumnnm iefAodnra ml ysiSse isofm icL onMgo-tSipoanns , Brwiidtghe s AdSuabm IUsmebN soevon.f/, D eIcRs.oo lya t0i1Ao.,n, pP4.f2oEr5. - 4S3e8i smic Retrofitting Bridges, BE
see Zhang, Q. W., BE July/Aug. 01, p285-293 Hapij and Ruben Gajer, BE Nov./Dec. 01, p577-586 Isakovic, T.
Fahnestock, Larry A. see Saiidi, M., BE Sept/Oct. 01, p307-315
Chang, T. Y . P. see Sause, Richard, BE Sept./Oct. 01, p316-323
ee Chang, C. C., BE Jan/Feb. 01, p46-53 Issa, Mousa
Fitzpatrick, Tony see Tawfig, Kamal, BE May/June 01, p198-206
Chang, T. Y. P. see Dallard, Pat, BE Nov./Dec. 01 p412-417
see Zhang, Q. W., BE July/Aug. 01, p285-293 Jauregui, David V.
Flint, Anthony see Malek, Amir M., P.E., BE May/June 01, p207-212
Chen, Qingbin see Dallard, Pat, BE Nov./Dec. 01, p412-417
see Maragakis, Emmanuel “Manos”, BE Sept/Oct. 01 Jones, Michael H.
1356-362 Floren, Amy BART SFO Extension Aerial Guideways: Using Nonlin-
Performance-Based Design Approach in Seismic Analy- ear Analysis to Control and Minimize Seismic Dam-
Choi, Youngjae sis of Bridges, with Jamshid Mohammadi, BE Jan./ age, with Ayman E. Salama, P.E. and Scott T. Dreher,
see Gil, Heungbae, BE May/June 01, p183-188 Feb. 01, p37-45 BE Nov./Dec. 01, p365-375
AUTHOR INDEX SOUDKI
Jones, N. P. Mayrbaurl, R. M., P.E. Park, Sun-Kyu
ee Main, J. A., BE Nov./Dec. 01, p385-397 Cracking and Fracture of Suspension Bridge Wire, with Bearing Replacement for Prestressed Concrete I-Girder
Jones, Nicholas P. S. Camo, P.E., BE Nov./Dec. 01, p645-650 Bridges, with Hyeong-Yeol Kim and Jung-Hyuk Kim
Theory and Full-Bridge Modeling of Wind Response of McCann, D. M. BE July/Aug. 01, p271-275
Cable-Supported Bridges, with Robert H. Scanlan, BE see Colla,C ., BE July/Aug. 01, p262-270 Pezeshk, Shahram
Nov./Dec. 01 p365 375 McDonald, Jamie see Burdette, Edwin G., BE Mar
Kadnar, Joy, P.E. see Heymsfield, Ernest, BE Jan./Feb. 01, p30-36 Pisani, M. A.
ee Yazdani, Nur, P.E., BE Mar./Apr. 01, p144-153 Mehta, Sanjay Strengthening by Means of External Prestressing, BI
Kainz, James Stress Spikes in Pin and Hanger System of a Truss May 99, p131-135
YazdaniN,u r, P.E., BE Mar./Apr. 01, p144-153 Bridge, BE Mar./Apr. 01, p103-109 disc: Jinsheng Du and Xila Liu, BE Mar/Apr. 01
piss
Kappos, Andreas J. Mertz, Dennis R. ck BE Ma Apr. O1, p155-15¢
Effect of Foundation Type and Compliance on Seismic Editor's Note, BE Sept./Oct. 01, p297
Response of RC Bridges, with Anastasios G. Sextos see Miller, Trent C., BE Nov./Dec. 01, p514-522 Poser, M.
BE Mar/Apr. O1, p120-130 see Dowd, J.,B E Nov./Dec. 01, p639-644
Mertz, Dennis R., P.E.
Kawaguchi, Kouji Editor's Note, BE July/Aug. 01, p226 Psycharis, John
see Kondoh, Munenobu, BE May/June 01, p176-182 New Editor and Associate Editors Sought, Journal of see Mylonakis, George, BE Nov./Dec. 0
Bridge Engineering, BE July/Aug. 01, p226
Kawashima, Kazuhiko Randall, M.
see MacRae, Gregory A., BE Mar./Apr. 01, p1 10-119 Miller, Maurice D. see Saiidi, M., BE Sept/Oct. 01
Durability of Segmental Concrete Bridges, BE Nov./Dec
Kennedy, John B. O1, p514-522 Ritter, Mike, P.E.
see Sennah, Khaled M., BE May/June 01, p159-167 e Yazdani, Nur, P.E., BE Mar
Miller, Trent C.
Kim, Hyeong-Yeol Strengthening of a Steel Bridge Girder Using CFRP Rizkalla, Sami H.
e Park, Sun-Kyu, BE July/Aug. 01, p2 Plates, with Michael Chajes, Dennis R. Mertz and see Soudki, Khaled A., BE Nov
Kim, Jung-Hyuk JasonN . Hastings, BE Nov./Dec. 01, p514-522 Roberts-Wollmann, Carin L.
see Park, Sun-Kyu, BE July/Aug. O01, p2 Mitchell, D. Live Load Tests of the San Antoni
Kitagawa, Makoto see Griezic, A., BE Sept/Oct. 01, p340-348 Breen and Michael E. Kreger
Assessment of Cable Maintenance Technologies for Hon Mitchell, Heath p556-563
Oskhuud-aS,h ikBoEk u NovBr.i/dDgeecs., 0w1,i thp 4S1h8u-i4c2h4i Suzuki and Motoi see Higgins, Christopher, BE Jan./Feb. 01, p17 Robson, B. N.
Mohammadi, Jamshid Effectiveness of Seismic Isolatior
Kondoh, Munenobu see Floren, Amy, BE Jan./Feb. 01, p37-45 P/C 1-Girder Bridge, with |. E. H
Design Method of a Hanger System for Long-Span Sus May/June 01, pi 221-224
pension Bridge, with Motoi Okuda, Kouji Kawaguchi Moreton, Alan
ind Takefumi Yamazaki, BE May/June 01, p176-182 Performance of Segmental and Posttensioned Bridges in Roche, Mark
Europe, BE Nov./Dec O01. p543-555 5 e Dallard, Pat, BE Nov/Dec
Kreger, Michael E.
see Roberts-Wollmann, Carin I BE Nov/Dec Moulds, Bruce A. Saiidi, M.
p556-563 Design Considerations for Aircraft Bridges, BE Nov Seismic Restrainer Design Methods for Simply Support
Dec. 01, p498-505 ed Bridges, with M. Randall, E. Maragakis and 1
Kuzmanovic¢, B. O. Isakovic, BE Sept/Oct. 01, p307-315
Steel Single Box Ramp Bridges, with M.R. Sanchez, BE Mtenga, Primus
July/Aug. 01, p250-253 see Tawfig, Kamal, BE May/June 01, p198-206 SaiiMd.i Sa,ii d
Lseae maSnc,h warJze,f freMyi chaAe. l, BE Jan/Feb. 0 Mseue ftiT,h orbA.u rnA,. , PJ..,E .P .E., BE July/Aug. 01, p243-249 SheaEaarn rdt hRqetuCroarokyf eistJ, . of CwaiytFwhlo aordeNd,a dRiCBm E BIMr.ai dyWg/eehJ buen,e C ol0Du1 amnvsi d SuH9b.- j1e9Sc7at nedde
LStiaut,e wiCdeh unhVueas sel Collision Design fo Mseue kaiAv,e nt,D avRi.d RiJc.h ard, P.E.. BE Mar/Apr. 01, p95-102 Sseae laJmoan,es , AyMimcahna el E.,H ., P.EB.E Nov/Dec
Ton-Lo Wang, BE May/June 01, p213 Mutziger, Mark J.
Liu, Xila see Dexter, Robert J.,B E Nov/Dec. 01, p529-538 Salvatore, W.
see Du, Jinsheng, (disc), BE May 99, j Mylonakis, George see Croce, P., BE Mar./Apr. 0
Low, Angus Simplified Modeling of Bridge Response on Soft Soil to Sanchez, M.R.
ee Dallard, Pat, BE Nov./Dec. 01, p412-417 Nonuniform Seismic Excitation, with Dimitri Papas see Kuzmanovic, B. O., BE Jul
tamatiou, John Psycharis and Khaled Mahmoud, BE
Mackie, Kevin Nov./Dec. 01, p587-597 Sanders, David H.
Probabilistic Seismic Demand Model for California see Nikolaou, Sissy, BE Nov./Dec. 01, p564-576 see Saiidi, M. Saiid, BE May/June 01
HNoivg/hDweacy. 0B1r idgpe4s6, 8-4w8i 1th BoZidar Stojadinovi¢, BE Nikolaou, Sissy Sause, Richard
Evaluation of Site Factors for Seismic Bridge Design in Strength and Ductility of HPS-100W 1-Girders
MacRae, Gregory A. New York City Area, with George Mylonakis and tive Flexure, with Larry A. Fahnestoc
Seismic Behavior of Hollow Stiffened Steel Bridge Col Peter Edinger, BE Nov./Dec. 01, pS64-576 Ol, p316-323
umns, with Kazuhiko Kawashima, BE Mar./Apr. 01
plio-119 Nonaka, Tetsuya Scanlan, Robert H.
Dynamic Response of Half-Through Steel Arch Bridge see Jones, NicholasP ., BE Nov./Dec
Mahmoud, K. Using Fiber Model, with Asghar Ali, P.E.. BE Nov
see He, W. L., BE Nov/Dec. 01, p376-384 Dec. 01, p482-488 Schlaich, M.
Erection of Cable-Stayed Bridges Having Composit
Mahmoud, Khaled Nowak, Andrzej S. Decks with Precast Concrete Slabs, BE Sept/Oct
see Mylonakis, George, BE Nov./Dec. 01, p587-597 see Eom, Junsik, BE Nov./Dec. 01, p489-497
Mahmoud, Khaled M., P.E. Ochsendorf, John A. Schmeckpeper, Edwin R.
Editorial, BE Nov/Dec. 01, p363-364 Self-Anchored Suspension Bridges, with David P. Bil see Yost, Joseph Robert, BE Nov/Dec. 01, p605-612
Main, J. A. lindgitsoc:n , BEG regAougr. 99P., pW1o5l1l-m1a5n6 n, BE Mar/Apr. 01 Schwarz, Michael
Evaluation of Viscous Dampers for Stay-Cable Vibration p156-158 Response of Prestressed Concrete I-Girder Bridges t
M3i9t7i gation, with N. P. Jones, BE Nov./Dec. 01, p385 clo: BE Mar/Apr. 01, p158 Live Load, with Jeffrey A. Laman, BE Jan/Feb. 01
pl-8
O'Connell, Heather M.
Malek, Amir M., P.E. Response and Analysis of Steel Trusses for Fatigue Sennah, Khaled M.
ComVJpeuuhneit ceuOrl0-1a,Ar ipd2Le0od7a -d2i1nG2gr ,a phwiictahl DaAvniadl ysVi.s Joafu regBurii,d geBsE uMnadyer DTercu.c k 01,L oapd6i2n8g-,6 38w ith Robert J. Dexter, P.E.. BE Nov Staets,e -owfi-tthh e-JAorhnt Bi.n KDeensniegdny , of BEC uMravyed/ JuBnoex -G0i1,r depr1 59-B1ri c
MFualnls-,S caPlae triTcekst ing of Composite Plate Girders Construct Ose'e FaPlalrok.n , S.J . W.D, . BE Nov./Dec. 01, p461-467 Sseeex toKsa,p poAsn,a stAasnidorse aGs. J ., BE Mar/Apr. 01, p12
ed Using 485-MPa High-Performance Steel, with Okuda, Motoi Shu, Hung-Shan
Aaron J. Yakel, Ph.D. Candidate and Atorod Aziz see Kitagawa, Makoto, BE Nov./Dec. 01, p418-424 Stability Analysis of Box-Girder Cable-Stayed Bridges
inamini, P.E., BE Nov./Dec. 01, p598-604 see Kondoh, Munenobu, BE May/June 01, p176-182 with Yang-Cheng Wang, BE Jan./Feb. 01, p63-68
Maragakis, E. Osberg, Carl B. Smith, Roger Ridsdill
see Saiidi, M., BE Sept/Oct. 01, p307-315 see Dexter, Robert J..B E Nov/Dec. 01, p529-538 see Dallard, Pat, BE Nov./Dec. 01, p412-417
MFualrla-gScaaklies , FiEelmdm aFnauileulre “MTeasntso s”of Railway Bridge, with Pseae pasMytlaomnaatkiios,u , GeDoirmgiet,r i BE Nov./Dec. 01, p587-59 Soudki, Khaled A.
Bruce M. Douglas and Qingbin Chen, BE Sept/Oct Performance of Bridge Timber Ties under Static and Fa
O1, p356-362 Park, S. W. tigue Loading, with Sami H. Rizkalla and A. Shakoo
Seismic Performance of RC Bridge Column under Re Uppal. BE Nov. 99, p263-268
Mari, Antonio R. peated Ground Motions, with W. P. Yen, J. D. Cooper disc: R.A. P. Sweeney, BE July/Aug. 01, p295
see Cobo del Arco, Diego, BE July/Aug. 01, p234-242 and J. D. O'Fallon, BE Nov./Dec. 01, p461-467 clo: BE July/Aug. 01, p295
661
SPADEA 2001 ANNUAL INDEX
Spadea, G
vith Bond
and F. Bencar
Stanton, John I
Stavridis, L. T
I f Slab Bridge
Stojadinovic, Bozidar
Suzuki, Shuichi
Swamy, R.N
Sweeney, R. A. P
labatabai, Muna
Tabsh, Sami W
lawfiq, Kamal
Thorburn, J., P.F
Uppal, A. Shakoor
ki. K \
Ventura, Carlos fF
Wang, Ton-Lo
BI
Wang, Yang-Cheng
H S}
Wehbe, Nadim I
Willford, Michael
BI
Williamson, E. B
Wollmann, Gregor P.
Wood, S. I
Yakel, Aaron J., Ph.D. Candidate
: ; BED
Yamazaki, Takefumi
k } 1 1
Yazdani, Nur, P.I
Ff Southerr
James Kainz and
pl44-153
Yen, W.P
Yost, Joseph Robert
S Grid Reinforces
chmeckpepert , BE
Zhang, Q. W
i the Kap Shui Mun
P. Chang and C. ¢
/nidaric, Ales