Table Of Content

SUBJECT INDEX HIGH STRENGTH BOLTS SUBJECT INDEX Analysis Dynamic Behavior of Continuous and Cantilever Thin- Concrete slabs Analytical and Measured Strains in Sunshine Skyway Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Static Behavior of Noncomposite Concrete Bridge Decks Bridge. II, Mohsen A: Shahawy and M. Arockiasamy, Huang and Mohsen Shahawy, BE May 96, p67-75. under Concentrated Loads, Michael F. Petrou, Philip BE May 96, p87-97. Girder Moments in Continuous Skew Composite Bridg- C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Barges es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, 154. p37-45. Barge Collision Design of Highway Bridges, M. W. Connections, bolted WMhaiyt n9e6y,, p4I.7 -E5.8 .H arik, J. J. Griffin and D. L. Allen, BE Bridges, girder Field Study of Pretension in Large-Diameter A490 Bolts, Stretching Span Capability of Prestressed Concrete Charles J. Oswald, Robert J. Dexter and Steven K. Bearing capacity Bridges under AASHTO LRFD, Yohchia Chen and Brauer, BE Aug. 96, p121-126. Alex Aswad, BE Aug. 96, p112-120. Design Methodology for Strengthening of Continuous- Continuous structures Span Composite Bridges, H. A. El-Arabaty, F. W. Bridges, highway Shear and Reaction Distributions in Continuous Skew Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Barge Collision Design of Highway Bridges, M. W. Composite Bridges, Tarek Ebeido and John B. Kenne- pl04-111. Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE dy, BE Nov. 96, p155-165. Bolts May 96, p47-58. Creep FieClhda rSlteusd y J.o f OPsrweatledn,s ioRno bienr tL arJg. e-DDeixatemre tearn d A4S9t0e veBno ltsK,. Bridges, piers Field Instrumentation to Study the Time-Dependent Be- Brauer, BE Aug. 96, p121-126. NonMl.i neI.a rH oiPti,l e M.F ouMncdVataiyo,n CA.n aHlayysiss anUds inPg. WF.l orAindad-rPaideer,, hSahvaihora wyi n anSdu nMs.h inAer ockSikayswaamyy , BBrEid gMea. y I9,6 ,M oph76s-e8n6 . A. Bridge construction BE Nov. 96, p135-142. Curvature AnaBlryitdigcea.l IIa,n dM ohMseeans urAe.d ShSathraaiwnys ainn d SMu.n shAirnoec kiSaksyawmayy, Bridges, railroad Yield-Interaction Relationships for Curved I-Girders, BE May 96, p87-97. Loading Spectra for Railway Bridges under Current Op- Charles G. Schilling, BE Feb. 96, p26-33. erating Conditions, Daniel H. Tobias, Douglas A. Field Instrumentation to Study the Time-Dependent Be- Foutch and John Choros, BE Nov. 96, p127-134. Defects havior in Sunshine Skyway Bridge. I, Mohsen A. Web Buckle at I-40 Bridge Test, John Minor and Clinton Shahawy and M. Arockiasamy, BE May 96, p76-86. Bridges, spans Woodward, BE Feb. 96, p34-36. Bridge decks CabSltea-roSstsaeyke,d BEB riAdugge. 9C6o,n cpe9p9t- 103fo.r Longer Spans, Uwe Design Punching Strength of Deck Slabs in Skew Composite Cable-Stayed Bridge Concept for Longer Spans, Uwe B96r,i dpg5e9s,- 66T.a rek Ebeido and John B. Kennedy, BE May BSrhiadkgeedso, wnst eeTle sts of One-Third-Scale Composite Bridge, Starossek, BE Aug. 96, p99-103. Static Behavior of Noncomposite Concrete Bridge Decks M. G. Barker, P. M. Bergson, C. E. French, R. T. Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- p2-9. Alex Aswad, BE Aug. 96, p112-120. 154. Web Buckle at I-40 Bridge Test, John Minor and Clinton Discrete elements Bridge design Woodward, BE Feb. 96, p34-36. Nonlinear Pile Foundation Analysis Using Florida-Pier, BarWghei tnCeoyl,l isIi.o En. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. Buckling MB.E NI.o vH.o it9,6 , Mp.1 3M5-c1V4a2y., C. Hays and P. W. Andrade, May 96, p47-58. Web Buckle at I-40 Bridge Test, John Minor and Clinton Woodward, BE Feb. 96, p34-36. Dynamic response Economic Preliminary Design of Bridges with Pre- Dynamic Behavior of Continuous and Cantilever Thin- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Building codes Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou 25. Punching Strength of Deck Slabs in Skew Composite Huang and Mohsen Shahawy, BE May 96, p67-75. Editorial, Dennis Mertz, BE Feb. 96, p1. Bridges, Tarek Ebeido and John B. Kennedy, BE May Shakedown Tests of One-Third—Scale Composite Bridge, 96, p59-66. Economics M. G. Barker, P. M. Bergson, C. E. French, R. T. Shear and Reaction Distributions in Continuous Skew Economic Preliminary Design of Bridges with Pre- Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Composite Bridges, Tarek Ebeido and John B. Kenne- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- p2-9. dy, BE Nov. 96, p155-165. 2. Bridge inspection Cantilevers Experimentation Editorial, Dennis Mertz, BE Feb. 96, p1. Dynamic Behavior of Continuous and Cantilever Thin- Shakedown Tests of One-Third—Scale Composite Bridge, Bridge tests WHaulalnegd aBnodx MoGhirsdeenr BSrhiadhgaewsy, , ToBnE- LMoa yW a9n6g,, p 6D7o-7n5g.z hou MLe.o n,G . T.B aVr.k erG,a laPm. boMs. aBnedr gFs.o nW,. CK.l aiEb.e r,F reBnEc h,F ebR.. 96T,. Girder Moments in Continuous Skew Composite Bridg- p2-9. es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Codes p37-45. Girder Moments in Continuous Skew Composite Bridg- Field tests Shakedown Tests of One-Third-Scale Composite Bridge, es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Field Instrumentation to Study the Time-Dependent Be- M. G. Barker, P. M. Bergson, C. E. French, R. T. p37-45. havior in Sunshine Skyway Bridge. I, Mohsen A. Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Shahawy and M. Arockiasamy, BE May 96, p76-86. p2-9. Collisions Field Study of Pretension in Large-Diameter A490 Bolts, Bridges BarWghei tnCeoyl,l isIi.o En. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. CBhraaurelre,s BJE. OAsuwga.l d9,6 , pR1o2b1e-rt1 26J.. Dexter and Steven K. Editorial, Dennis Mertz, BE Feb. 96, p1. May 96, p47-58. Web Buckle at I-40 Bridge Test, John Minor and Clinton Bridges, box girder Compression Woodward, BE Feb. 96, p34-36. Dynamic Behavior of Continuous and Cantilever Thin- Web Buckle at I-40 Bridge Test, John Minor and Clinton Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Woodward, BE Feb. 96, p34-36. Finite element method Huang and Mohsen Shahawy, BE May 96, p67-75. Girder Moments in Continuous Skew Composite Bridg- Concrete, prestressed es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Bridges, cable-stayed Analytical and Measured Strains in Sunshine Skyway p37-45. CabSltea-rSostsaeyke,d BEB riAdugge. 9C6o,n cpe9p9t- 103fo.r Longer Spans, Uwe BBrEi dgMea.y II9,6 ,M oph87s-e9n7 . A. Shahawy and M. Arockiasamy, Flexure Static Behavior of Noncomposite Concrete Bridge Decks Bridges, composite Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Punching Strength of Deck Slabs in Skew Composite Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Bridges, Tarek Ebeido and John B. Kennedy, BE May Alex Aswad, BE Aug. 96, p112-120. 154. 96, p59-66. Ultimate Analysis of Monolithic and Segmental External- Shear and Reaction Distributions in Continuous Skew ly Prestressed Concrete Bridges, Gonzalo Ramos and Girders Composite Bridges, Tarek Ebeido and John B. Kenne- Angel C. Aparicio, BE Feb. 96, p10-17. Economic Preliminary Design of Bridges with Pre- dy, BE Nov. 96, p155-165. stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Concrete, reinforced 25. Bridges, concrete Economic Preliminary Design of Bridges with Pre- Web Buckle at I-40 Bridge Test, John Minor and Clinton Ultimate Analysis of Monolithic and Segmental External- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Woodward, BE Feb. 96, p34-36. ly Prestressed Concrete Bridges, Gonzalo Ramos and 25. Angel C. Aparicio, BE Feb. 96, p10-17. Girder Moments in Continuous Skew Composite Bridg- YieClhda-rIlnetse raGc.t iSocnh illRienlg,a tiBoEn shFiebp.s 96f,o rp 26C-u3r3v.e d I-Girders, Bridges, continuous es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Design Methodology for Strengthening of Continuous- p37-45. High strength bolts Span Composite Bridges, H. A. El-Arabaty, F. W. Punching Strength of Deck Slabs in Skew Composite Field Study of Pretension in Large-Diameter A490 Bolts, Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Bridges, Tarek Ebeido and John B. Kennedy, BE May Charles J. Oswald, Robert J. Dexter and Steven K. p104-111. 96, p59-66. Brauer, BE Aug. 96, p121-126. IMPACT LOADS 1996 ANNUAL INDEX Impact loads Prestressing Static loads Barge Collision Design of Highway Bridges, M. W. Economic Preliminary Design of Bridges with Pre- Static Behavior of Noncomposite Concrete Bridge Decks Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- under Concentrated Loads, Michael F. Petrou, Philip May 96, p47-58. 2. C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- 154. DynWaalmliecd BBeohxa vGiiorrd ero f BCroidngteisn,u oTuosn -aLnod WCaanngti,l evDeorn gzThhionu- Pretensioning Steel Huang and Mohsen Shahawy, BE May 96, p67-75. FieClhda rSlteusd y J.o fO Psrweatledn,s ioRn obienr tL arJg. e-DDeixtaemre tearn d A4S9t0e veBno ltsK,. Girder Moments in Continuous Skew Composite Bridg- Inelastic action Brauer, BE Aug. 96, p121-126. eps3,7 -T4a5r.e k Ebeido and John B. Kennedy, BE Feb. 96, Shakedown Tests of One-Third—Scale Composite Bridge, Probability distribution Static Behavior of Noncomposite Concrete Bridge Decks pML2e.-o 9n.,G . T.B aVr.k erG,a laPm. boMs. aBnedr gsF.o nW,. CK.l aiEb.e r,F reBnEc h,F ebR.. 96T,. LoaeFdroaiutntigcn hg SapCneodcn tdrJiaot hinfo onrCs h,Ro arioDlsaw,na iyeB lE B rNiHod.v g.e sT o96bu,in adpse1,r 2 7-CD1uo3ru4rge.ln ats OpA-. Cu1.n5 d4.eP re rdCioknarciesn traantde dM inLogazdhsu, DMuiacnh,a elB E F.N oPve.t ro9u6,, Pph1i4l3i-p YieClhda-rIlnetse raGc.t iSocnh illRiengl,a tiBoEn shFiepb.s 96f,o rp 26C-u3r3v.e d I-Girders, Professional practice Strain Inland waterways Editorial, Dennis Mertz, BE Feb. 96, p1. AnaBlryitdigcea.l IIa,n dM ohMseeans urAe.d ShSathraaiwnys ainn d SMun.s hAirnoec kiSaksyawmayy, Barge Collision Design of Highway Bridges, M. W. Punching BE May 96, p87-97. Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE Punching Strength of Deck Slabs in Skew Composite Strain measurement May 96, p47-58. Bridges, Tarek Ebeido and John B. Kennedy, BE May Analytical and Measured Strains in Sunshine Skyway Innovation 96, p59-66. Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, BE May 96, p87-97. Cable-Stayed Bridge Concept for Longer Spans, Uwe Pylons Starossek, BE Aug. 96, p99-103. Cable-Stayed Bridge Concept for Longer Spans, Uwe Structural behavior Instrumentation Starossek, BE Aug. 96, p99-103. Analytical and Measured Strains in Sunshine Skyway Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, Field Instrumentation to Study the Time-Dependent Be- Railroad cars BE May 96, p87-97. havior in Sunshine Skyway Bridge. I, Mohsen A. Shahawy and M. Arockiasamy, BE May 96, p76-86. Loading Spectra for Railway Bridges under Current Op- Field Instrumentation to Study the Time-Dependent Be- erating Conditions, Daniel H. Tobias, Douglas A. havior in Sunshine Skyway Bridge. I, Mohsen A. Interactions Foutch and John Choros, BE Nov. 96, p127-134. Shahawy and M. Arockiasamy, BE May 96, p76-86. YieClhda-rIlnetse raGc.t iSocnh illRiengl,a tiBoEn shFiepb.s 96f,o rp 26C-u3r3v.e d I-Girders, Rehabilitation Structural response Design Methodology for Strengthening of Continuous- Shear and Reaction Distributions in Continuous Skew Linear programming Span Composite Bridges, H. A. El-Arabaty, F. W. Composite Bridges, Tarek Ebeido and John B. Kenne- Economic Preliminary Design of Bridges with Pre- pKl1a0i4b-e1r1,1 . F. S. Fanous and T. J. Wipf, BE Aug. 96, dy, BE Nov. 96, p155-165. stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Temperature 25. Reinforcement Field Instrumentation to Study the Time-Dependent Be- havior in Sunshine Skyway Bridge. I, Mohsen A. Live loads Static Behavior of Noncomposite Concrete Bridge Decks Shahawy and M. Arockiasamy, BE May 96, p76-86. Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Thin wall structures Alex Aswad, BE Aug. 96, p1 12-120. 154. Dynamic Behavior of Continuous and Cantilever Thin- Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Load distribution Research Huang and Mohsen Shahawy, BE May 96, p67-75. Design Methodology for Strengthening of Continuous- Editorial, Dennis Mertz, BE Feb. 96, p1. Span Composite Bridges, H. A. El-Arabaty, F. W. Time dependence Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Resistance factors Analytical and Measured Strains in Sunshine Skyway p104-111. Stretching Span Capability of Prestressed Concrete Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, Bridges under AASHTO LRFD, Yohchia Chen and BE May 96, p87-97. SheCaorm poansdi teR eaBcrtiidogne s, DiTsatrreikb utEiboenisd o ina nCdo nJtoihnnu oBu.s KeSnkneew- Alex Aswad, BE Aug. 96, p112-120. Field Instrumentation to Study the Time-Dependent Be- dy, BE Nov. 96, p155-165. Risk analysis hSahvaihoar wyi n anSdu nMs.h inAer ockSikayswaamyy , BBrEid gMea. y I9,6 ,M oph76s-e8n6 . A. LStoraedt chfiancgt orsS pan Capability of Prestressed Concrete BarWghei tnCeoyl,l isIi.o nE. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. Torsion Bridges under AASHTO LRFD, Yohchia Chen and May 96, p47-58. YieClhda-rIlnetse raGc.t iSocnh illRienlg,a tiBoEn shFiebp.s 96f,o rp 26C-u3r3v.e d 1I-Girders, Alex Aswad, BE Aug. 96, p1 12-120. Segmented elements Trusses Loading Ultimate Analysis of Monolithic and Segmental External- Loaedraitnign g SpCeocntdriat ifoonrs ,R aiDlawnaiye l BriHd. gesT obuinadse,r CDuorurgelnats OpA-. lAyn gPerle stC.r esAspeadr icCioon,c rBeEt e FeBb.r id9g6e,s ,p 10G-o1n7z.a lo Ramos and DesSKilpgaaninb erMC,e otmhFp.oo dsSoi.lt oeFg ayn Borufisod rg easSn,td r eHnT.g. thJAe..n iWnEiglp -fA,or fa bBaCEto yn,tA iungFu..o us9W6-., Foutch and John Choros, BE Nov. 96, p127-134. Shear p104-111. Loads Shear and Reaction Distributions in Continuous Skew Webs Loading Spectra for Railway Bridges under Current Op- Composite Bridges, Tarek Ebeido and John B. Kenne- Web Buckle at I-40 Bridge Test, John Minor and Clinton erating Conditions, Daniel H. Tobias, Douglas A. dy, BE Nov. 96, p155-165. Woodward, BE Feb. 96, p34-36. Foutch and John Choros, BE Nov. 96, p127-134. Skew bridges Yield Moment distribution Shear and Reaction Distributions in Continuous Skew Yield-Interaction Relationships for Curved I-Girders, Girder Moments in Continuous Skew Composite Bridg- Composite Bridges, Tarek Ebeido and John B. Kenne- Charles G. Schilling, BE Feb. 96, p26-33. es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, dy, BE Nov. 96, p155-165. p37-45. Skewed structures Nonlinear analysis Girder Moments in Continuous Skew Composite Bridg- Nonlinear Pile Foundation Analysis Using Florida-Pier, es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, p37-45. BE Nov. 96, pi35-142. Skewness Ultimate Analysis of Monolithic and Segmental External- ly Prestressed Concrete Bridges, Gonzalo Ramos and Punching Strength of Deck Slabs in Skew Composite Angel C. Aparicio, BE Feb. 96, p10-17. Bridges, Tarek Ebeido and John B. Kennedy, BE May 96, p59-66. Numerical models Slabs Ultimate Analysis of Monolithic and Segmental External- ly Prestressed Concrete Bridges, Gonzalo Ramos and Punching Strength of Deck Slabs in Skew Composite Angel C. Aparicio, BE Feb. 96, p10-17. Bridges, Tarek Ebeido and John B. Kennedy, BE May 96, p59-66. Pile foundations Nonlinear Pile Foundation Analysis Using Florida-Pier, Soil-structure interaction M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, Nonlinear Pile Foundation Analysis Using Florida-Pier, BE Nov. 96, p135-142. M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, BE Nov. 96, p135-142. Post tensioning Design Methodology for Strengthening of Continuous- Spectra Span Composite Bridges, H. A. El-Arabaty, F. W. Loading Spectra for Railway Bridges under Current Op- Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, erating Conditions, Daniel H. Tobias, Douglas A. p104-111. Foutch and John Choros, BE Nov. 96, p127-134. 168 AUTHOR INDEX WOODWARD AUTHOR INDEX Allen, D. L. Mertz, Dennis see Whitney, M. W., BE May 96, p47-58 Editorial, BE Feb. 96, p1 Andrade, P. W. Minor, John see Hoit, M. I., BE Nov. 96, p135-142 Web Buckle at I-40 Bridge Test, with Clinton Wood- ward, BE Feb. 96, p34-36 Aparicio, Angel C. see Ramos, Gonzalo, BE Feb. 96, p10-17 Oswald, Charles J. Field Study of Pretension in Large-Diameter A490 Bolts, Arockiasamy, M. with Robert J. Dexter and Steven K. Brauer, BE Aug. see Shahawy, Mohsen A., BE May 96, p76-86 96, p121-126 see Shahawy, Mohsen A., BE May 96, p87-97 Perdikaris, Philip C. Aswad, Alex see Petrou, Michael F., BE Nov. 96, p143-154 see Chen, Yohchia, BE Aug. 96, p112-120 Petrou, Michael F. Barker, M. G. Static Behavior of Noncomposite Concrete Bridge Decks Shakedown Tests of One-Third—Scale Composite Bridge, under Concentrated Loads, with Philip C. Perdikaris with P. M. Bergson, C. E. French, R. T. Leon, T. V. and Mingzhu Duan, BE Nov. 96, p143-154 Galambos and F. W. Klaiber, BE Feb. 96, p2-9 Ramos, Gonzalo Bergson, P. M. Ultimate Analysis of Monolithic and Segmental External- see Barker, M. G., BE Feb. 96, p2-9 ly Prestressed Concrete Bridges, with Angel C. Apari- cio, BE Feb. 96, p10-17 Brauer, Steven K. see Oswald, Charles J., BE Aug. 96, p121-126 Schilling, Charles G. Yield-Interaction Relationships for Curved I-Girders, BE Chen, Yohchia Feb. 96, p26-33 Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD, with Alex Aswad, BE Shahawy, Mohsen Aug. 96, p112-120 see Wang, Ton-Lo, BE May 96, p67-75 err: BE Nov. 96, p166 Shahawy, Mohsen A. Choros, John Analytical and Measured Strains in Sunshine Skyway see Tobias, Daniel H., BE Nov. 96, p127-134 Bridge. II, with M. Arockiasamy, BE May 96, p87-97 Field Instrumentation to Study the Time-Dependent Be- Dexter, Robert J. havior in Sunshine Skyway Bridge. I, with M. Arock- see Oswald, Charles J., BE Aug. 96, p121-126 iasamy, BE May 96, p76-86 Duan, Mingzhu Starossek, Uwe see Petrou, Michael F., BE Nov. 96, p143-154 Cable-Stayed Bridge Concept for Longer Spans, BE Aug. Ebeido, Tarek 96, p99-103 Girder Moments in Continuous Skew Composite Bridg- Tobias, Daniel H. es, with John B. Kennedy, BE Feb. 96, p37-45 Loading Spectra for Railway Bridges under Current Op- Punching Strength of Deck Slabs in Skew Composite erating Conditions, with Douglas A. Foutch and John Bridges, with John B. Kennedy, BE May 96, p59-66 Choros, BE Nov. 96, p127-134 Shear and Reaction Distributions in Continuous Skew Composite Bridges, with John B. Kennedy, BE Nov. Wang, Ton-Lo 96, p155-165 Dynamic Behavior of Continuous and Cantilever Thin- Walled Box Girder Bridges, with Dongzhou Huang El-Arabaty, H. A. and Mohsen Shahawy, BE May 96, p67-75 Design Methodology for Strengthening of Continuous- Span Composite Bridges, with F. W. Klaiber, F. S. Whitney, M. W. Fanous and T. J. Wipf, BE Aug. 96, p104-111 Barge Collision Design of Highway Bridges, with I. E. Harik, J. J. Griffin and D. L. Allen, BE May 96, p47-58 Fanous, F. S. see El-Arabaty, H. A., BE Aug. 96, p104-111 Wipf, T. J. see El-Arabaty, H. A., BE Aug. 96, p104-111 Fereig, Sami M. Woodward, Clinton _ Economic Preliminary Design of Bridges with Pre- stressed I-Girders, BE Feb. 96, p18-25 see Minor, John, BE Feb. 96, p34-36 Foutch, Douglas A. see Tobias, Daniel H., BE Nov. 96, p127-134 French, C. E. see Barker, M. G., BE Feb. 96, p2-9 Galambos, T. V. see Barker, M. G., BE Feb. 96, p2-9 Griffin, J. J. see Whitney, M. W., BE May 96, p47-58 Harik, I. E. see Whitney, M. W., BE May 96, p47-58 Hays, C. see Hoit, M. I., BE Nov. 96, p135-142 Hoit, M. I. Nonlinear Pile Foundation Analysis Using Florida-Pier, with M. McVay, C. Hays and P. W. Andrade, BE Nov. 96, p135-142 Huang, Dongzhou see Wang, Ton-Lo, BE May 96, p67-75 Kennedy, John B. see Ebeido, Tarek, BE Feb. 96, p37-45 see Ebeido, Tarek, BE May 96, p59-66 see Ebeido, Tarek, BE Nov. 96, p155-165 Klaiber, F. W. see Barker, M. G., BE Feb. 96, p2-9 see El-Arabaty, H. A., BE Aug. 96, p104-111 Leon, R. T. see Barker, M. G., BE Feb. 96, p2-9 McVay, M. see Hoit, M. I., BE Nov. 96, p135-142

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Journal of Bridge Engineering 1996: Vol 1 Index PDF

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Preview Journal of Bridge Engineering 1996: Vol 1 Index

SUBJECT INDEX HIGH STRENGTH BOLTS SUBJECT INDEX Analysis Dynamic Behavior of Continuous and Cantilever Thin- Concrete slabs Analytical and Measured Strains in Sunshine Skyway Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Static Behavior of Noncomposite Concrete Bridge Decks Bridge. II, Mohsen A: Shahawy and M. Arockiasamy, Huang and Mohsen Shahawy, BE May 96, p67-75. under Concentrated Loads, Michael F. Petrou, Philip BE May 96, p87-97. Girder Moments in Continuous Skew Composite Bridg- C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Barges es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, 154. p37-45. Barge Collision Design of Highway Bridges, M. W. Connections, bolted WMhaiyt n9e6y,, p4I.7 -E5.8 .H arik, J. J. Griffin and D. L. Allen, BE Bridges, girder Field Study of Pretension in Large-Diameter A490 Bolts, Stretching Span Capability of Prestressed Concrete Charles J. Oswald, Robert J. Dexter and Steven K. Bearing capacity Bridges under AASHTO LRFD, Yohchia Chen and Brauer, BE Aug. 96, p121-126. Alex Aswad, BE Aug. 96, p112-120. Design Methodology for Strengthening of Continuous- Continuous structures Span Composite Bridges, H. A. El-Arabaty, F. W. Bridges, highway Shear and Reaction Distributions in Continuous Skew Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Barge Collision Design of Highway Bridges, M. W. Composite Bridges, Tarek Ebeido and John B. Kenne- pl04-111. Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE dy, BE Nov. 96, p155-165. Bolts May 96, p47-58. Creep FieClhda rSlteusd y J.o f OPsrweatledn,s ioRno bienr tL arJg. e-DDeixatemre tearn d A4S9t0e veBno ltsK,. Bridges, piers Field Instrumentation to Study the Time-Dependent Be- Brauer, BE Aug. 96, p121-126. NonMl.i neI.a rH oiPti,l e M.F ouMncdVataiyo,n CA.n aHlayysiss anUds inPg. WF.l orAindad-rPaideer,, hSahvaihora wyi n anSdu nMs.h inAer ockSikayswaamyy , BBrEid gMea. y I9,6 ,M oph76s-e8n6 . A. Bridge construction BE Nov. 96, p135-142. Curvature AnaBlryitdigcea.l IIa,n dM ohMseeans urAe.d ShSathraaiwnys ainn d SMu.n shAirnoec kiSaksyawmayy, Bridges, railroad Yield-Interaction Relationships for Curved I-Girders, BE May 96, p87-97. Loading Spectra for Railway Bridges under Current Op- Charles G. Schilling, BE Feb. 96, p26-33. erating Conditions, Daniel H. Tobias, Douglas A. Field Instrumentation to Study the Time-Dependent Be- Foutch and John Choros, BE Nov. 96, p127-134. Defects havior in Sunshine Skyway Bridge. I, Mohsen A. Web Buckle at I-40 Bridge Test, John Minor and Clinton Shahawy and M. Arockiasamy, BE May 96, p76-86. Bridges, spans Woodward, BE Feb. 96, p34-36. Bridge decks CabSltea-roSstsaeyke,d BEB riAdugge. 9C6o,n cpe9p9t- 103fo.r Longer Spans, Uwe Design Punching Strength of Deck Slabs in Skew Composite Cable-Stayed Bridge Concept for Longer Spans, Uwe B96r,i dpg5e9s,- 66T.a rek Ebeido and John B. Kennedy, BE May BSrhiadkgeedso, wnst eeTle sts of One-Third-Scale Composite Bridge, Starossek, BE Aug. 96, p99-103. Static Behavior of Noncomposite Concrete Bridge Decks M. G. Barker, P. M. Bergson, C. E. French, R. T. Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- p2-9. Alex Aswad, BE Aug. 96, p112-120. 154. Web Buckle at I-40 Bridge Test, John Minor and Clinton Discrete elements Bridge design Woodward, BE Feb. 96, p34-36. Nonlinear Pile Foundation Analysis Using Florida-Pier, BarWghei tnCeoyl,l isIi.o En. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. Buckling MB.E NI.o vH.o it9,6 , Mp.1 3M5-c1V4a2y., C. Hays and P. W. Andrade, May 96, p47-58. Web Buckle at I-40 Bridge Test, John Minor and Clinton Woodward, BE Feb. 96, p34-36. Dynamic response Economic Preliminary Design of Bridges with Pre- Dynamic Behavior of Continuous and Cantilever Thin- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Building codes Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou 25. Punching Strength of Deck Slabs in Skew Composite Huang and Mohsen Shahawy, BE May 96, p67-75. Editorial, Dennis Mertz, BE Feb. 96, p1. Bridges, Tarek Ebeido and John B. Kennedy, BE May Shakedown Tests of One-Third—Scale Composite Bridge, 96, p59-66. Economics M. G. Barker, P. M. Bergson, C. E. French, R. T. Shear and Reaction Distributions in Continuous Skew Economic Preliminary Design of Bridges with Pre- Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Composite Bridges, Tarek Ebeido and John B. Kenne- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- p2-9. dy, BE Nov. 96, p155-165. 2. Bridge inspection Cantilevers Experimentation Editorial, Dennis Mertz, BE Feb. 96, p1. Dynamic Behavior of Continuous and Cantilever Thin- Shakedown Tests of One-Third—Scale Composite Bridge, Bridge tests WHaulalnegd aBnodx MoGhirsdeenr BSrhiadhgaewsy, , ToBnE- LMoa yW a9n6g,, p 6D7o-7n5g.z hou MLe.o n,G . T.B aVr.k erG,a laPm. boMs. aBnedr gFs.o nW,. CK.l aiEb.e r,F reBnEc h,F ebR.. 96T,. Girder Moments in Continuous Skew Composite Bridg- p2-9. es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Codes p37-45. Girder Moments in Continuous Skew Composite Bridg- Field tests Shakedown Tests of One-Third-Scale Composite Bridge, es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Field Instrumentation to Study the Time-Dependent Be- M. G. Barker, P. M. Bergson, C. E. French, R. T. p37-45. havior in Sunshine Skyway Bridge. I, Mohsen A. Leon, T. V. Galambos and F. W. Klaiber, BE Feb. 96, Shahawy and M. Arockiasamy, BE May 96, p76-86. p2-9. Collisions Field Study of Pretension in Large-Diameter A490 Bolts, Bridges BarWghei tnCeoyl,l isIi.o En. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. CBhraaurelre,s BJE. OAsuwga.l d9,6 , pR1o2b1e-rt1 26J.. Dexter and Steven K. Editorial, Dennis Mertz, BE Feb. 96, p1. May 96, p47-58. Web Buckle at I-40 Bridge Test, John Minor and Clinton Bridges, box girder Compression Woodward, BE Feb. 96, p34-36. Dynamic Behavior of Continuous and Cantilever Thin- Web Buckle at I-40 Bridge Test, John Minor and Clinton Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Woodward, BE Feb. 96, p34-36. Finite element method Huang and Mohsen Shahawy, BE May 96, p67-75. Girder Moments in Continuous Skew Composite Bridg- Concrete, prestressed es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Bridges, cable-stayed Analytical and Measured Strains in Sunshine Skyway p37-45. CabSltea-rSostsaeyke,d BEB riAdugge. 9C6o,n cpe9p9t- 103fo.r Longer Spans, Uwe BBrEi dgMea.y II9,6 ,M oph87s-e9n7 . A. Shahawy and M. Arockiasamy, Flexure Static Behavior of Noncomposite Concrete Bridge Decks Bridges, composite Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Punching Strength of Deck Slabs in Skew Composite Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Bridges, Tarek Ebeido and John B. Kennedy, BE May Alex Aswad, BE Aug. 96, p112-120. 154. 96, p59-66. Ultimate Analysis of Monolithic and Segmental External- Shear and Reaction Distributions in Continuous Skew ly Prestressed Concrete Bridges, Gonzalo Ramos and Girders Composite Bridges, Tarek Ebeido and John B. Kenne- Angel C. Aparicio, BE Feb. 96, p10-17. Economic Preliminary Design of Bridges with Pre- dy, BE Nov. 96, p155-165. stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Concrete, reinforced 25. Bridges, concrete Economic Preliminary Design of Bridges with Pre- Web Buckle at I-40 Bridge Test, John Minor and Clinton Ultimate Analysis of Monolithic and Segmental External- stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Woodward, BE Feb. 96, p34-36. ly Prestressed Concrete Bridges, Gonzalo Ramos and 25. Angel C. Aparicio, BE Feb. 96, p10-17. Girder Moments in Continuous Skew Composite Bridg- YieClhda-rIlnetse raGc.t iSocnh illRienlg,a tiBoEn shFiebp.s 96f,o rp 26C-u3r3v.e d I-Girders, Bridges, continuous es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, Design Methodology for Strengthening of Continuous- p37-45. High strength bolts Span Composite Bridges, H. A. El-Arabaty, F. W. Punching Strength of Deck Slabs in Skew Composite Field Study of Pretension in Large-Diameter A490 Bolts, Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Bridges, Tarek Ebeido and John B. Kennedy, BE May Charles J. Oswald, Robert J. Dexter and Steven K. p104-111. 96, p59-66. Brauer, BE Aug. 96, p121-126. IMPACT LOADS 1996 ANNUAL INDEX Impact loads Prestressing Static loads Barge Collision Design of Highway Bridges, M. W. Economic Preliminary Design of Bridges with Pre- Static Behavior of Noncomposite Concrete Bridge Decks Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- under Concentrated Loads, Michael F. Petrou, Philip May 96, p47-58. 2. C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- 154. DynWaalmliecd BBeohxa vGiiorrd ero f BCroidngteisn,u oTuosn -aLnod WCaanngti,l evDeorn gzThhionu- Pretensioning Steel Huang and Mohsen Shahawy, BE May 96, p67-75. FieClhda rSlteusd y J.o fO Psrweatledn,s ioRn obienr tL arJg. e-DDeixtaemre tearn d A4S9t0e veBno ltsK,. Girder Moments in Continuous Skew Composite Bridg- Inelastic action Brauer, BE Aug. 96, p121-126. eps3,7 -T4a5r.e k Ebeido and John B. Kennedy, BE Feb. 96, Shakedown Tests of One-Third—Scale Composite Bridge, Probability distribution Static Behavior of Noncomposite Concrete Bridge Decks pML2e.-o 9n.,G . T.B aVr.k erG,a laPm. boMs. aBnedr gsF.o nW,. CK.l aiEb.e r,F reBnEc h,F ebR.. 96T,. LoaeFdroaiutntigcn hg SapCneodcn tdrJiaot hinfo onrCs h,Ro arioDlsaw,na iyeB lE B rNiHod.v g.e sT o96bu,in adpse1,r 2 7-CD1uo3ru4rge.ln ats OpA-. Cu1.n5 d4.eP re rdCioknarciesn traantde dM inLogazdhsu, DMuiacnh,a elB E F.N oPve.t ro9u6,, Pph1i4l3i-p YieClhda-rIlnetse raGc.t iSocnh illRiengl,a tiBoEn shFiepb.s 96f,o rp 26C-u3r3v.e d I-Girders, Professional practice Strain Inland waterways Editorial, Dennis Mertz, BE Feb. 96, p1. AnaBlryitdigcea.l IIa,n dM ohMseeans urAe.d ShSathraaiwnys ainn d SMun.s hAirnoec kiSaksyawmayy, Barge Collision Design of Highway Bridges, M. W. Punching BE May 96, p87-97. Whitney, I. E. Harik, J. J. Griffin and D. L. Allen, BE Punching Strength of Deck Slabs in Skew Composite Strain measurement May 96, p47-58. Bridges, Tarek Ebeido and John B. Kennedy, BE May Analytical and Measured Strains in Sunshine Skyway Innovation 96, p59-66. Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, BE May 96, p87-97. Cable-Stayed Bridge Concept for Longer Spans, Uwe Pylons Starossek, BE Aug. 96, p99-103. Cable-Stayed Bridge Concept for Longer Spans, Uwe Structural behavior Instrumentation Starossek, BE Aug. 96, p99-103. Analytical and Measured Strains in Sunshine Skyway Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, Field Instrumentation to Study the Time-Dependent Be- Railroad cars BE May 96, p87-97. havior in Sunshine Skyway Bridge. I, Mohsen A. Shahawy and M. Arockiasamy, BE May 96, p76-86. Loading Spectra for Railway Bridges under Current Op- Field Instrumentation to Study the Time-Dependent Be- erating Conditions, Daniel H. Tobias, Douglas A. havior in Sunshine Skyway Bridge. I, Mohsen A. Interactions Foutch and John Choros, BE Nov. 96, p127-134. Shahawy and M. Arockiasamy, BE May 96, p76-86. YieClhda-rIlnetse raGc.t iSocnh illRiengl,a tiBoEn shFiepb.s 96f,o rp 26C-u3r3v.e d I-Girders, Rehabilitation Structural response Design Methodology for Strengthening of Continuous- Shear and Reaction Distributions in Continuous Skew Linear programming Span Composite Bridges, H. A. El-Arabaty, F. W. Composite Bridges, Tarek Ebeido and John B. Kenne- Economic Preliminary Design of Bridges with Pre- pKl1a0i4b-e1r1,1 . F. S. Fanous and T. J. Wipf, BE Aug. 96, dy, BE Nov. 96, p155-165. stressed I-Girders, Sami M. Fereig, BE Feb. 96, p18- Temperature 25. Reinforcement Field Instrumentation to Study the Time-Dependent Be- havior in Sunshine Skyway Bridge. I, Mohsen A. Live loads Static Behavior of Noncomposite Concrete Bridge Decks Shahawy and M. Arockiasamy, BE May 96, p76-86. Stretching Span Capability of Prestressed Concrete under Concentrated Loads, Michael F. Petrou, Philip Bridges under AASHTO LRFD, Yohchia Chen and C. Perdikaris and Mingzhu Duan, BE Nov. 96, p143- Thin wall structures Alex Aswad, BE Aug. 96, p1 12-120. 154. Dynamic Behavior of Continuous and Cantilever Thin- Walled Box Girder Bridges, Ton-Lo Wang, Dongzhou Load distribution Research Huang and Mohsen Shahawy, BE May 96, p67-75. Design Methodology for Strengthening of Continuous- Editorial, Dennis Mertz, BE Feb. 96, p1. Span Composite Bridges, H. A. El-Arabaty, F. W. Time dependence Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, Resistance factors Analytical and Measured Strains in Sunshine Skyway p104-111. Stretching Span Capability of Prestressed Concrete Bridge. II, Mohsen A. Shahawy and M. Arockiasamy, Bridges under AASHTO LRFD, Yohchia Chen and BE May 96, p87-97. SheCaorm poansdi teR eaBcrtiidogne s, DiTsatrreikb utEiboenisd o ina nCdo nJtoihnnu oBu.s KeSnkneew- Alex Aswad, BE Aug. 96, p112-120. Field Instrumentation to Study the Time-Dependent Be- dy, BE Nov. 96, p155-165. Risk analysis hSahvaihoar wyi n anSdu nMs.h inAer ockSikayswaamyy , BBrEid gMea. y I9,6 ,M oph76s-e8n6 . A. LStoraedt chfiancgt orsS pan Capability of Prestressed Concrete BarWghei tnCeoyl,l isIi.o nE. HDaersiikg,n J. oJf. GHriifgfhinw ayan d BDr.i dgLe.s ,A lleMn., BWE. Torsion Bridges under AASHTO LRFD, Yohchia Chen and May 96, p47-58. YieClhda-rIlnetse raGc.t iSocnh illRienlg,a tiBoEn shFiebp.s 96f,o rp 26C-u3r3v.e d 1I-Girders, Alex Aswad, BE Aug. 96, p1 12-120. Segmented elements Trusses Loading Ultimate Analysis of Monolithic and Segmental External- Loaedraitnign g SpCeocntdriat ifoonrs ,R aiDlawnaiye l BriHd. gesT obuinadse,r CDuorurgelnats OpA-. lAyn gPerle stC.r esAspeadr icCioon,c rBeEt e FeBb.r id9g6e,s ,p 10G-o1n7z.a lo Ramos and DesSKilpgaaninb erMC,e otmhFp.oo dsSoi.lt oeFg ayn Borufisod rg easSn,td r eHnT.g. thJAe..n iWnEiglp -fA,or fa bBaCEto yn,tA iungFu..o us9W6-., Foutch and John Choros, BE Nov. 96, p127-134. Shear p104-111. Loads Shear and Reaction Distributions in Continuous Skew Webs Loading Spectra for Railway Bridges under Current Op- Composite Bridges, Tarek Ebeido and John B. Kenne- Web Buckle at I-40 Bridge Test, John Minor and Clinton erating Conditions, Daniel H. Tobias, Douglas A. dy, BE Nov. 96, p155-165. Woodward, BE Feb. 96, p34-36. Foutch and John Choros, BE Nov. 96, p127-134. Skew bridges Yield Moment distribution Shear and Reaction Distributions in Continuous Skew Yield-Interaction Relationships for Curved I-Girders, Girder Moments in Continuous Skew Composite Bridg- Composite Bridges, Tarek Ebeido and John B. Kenne- Charles G. Schilling, BE Feb. 96, p26-33. es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, dy, BE Nov. 96, p155-165. p37-45. Skewed structures Nonlinear analysis Girder Moments in Continuous Skew Composite Bridg- Nonlinear Pile Foundation Analysis Using Florida-Pier, es, Tarek Ebeido and John B. Kennedy, BE Feb. 96, M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, p37-45. BE Nov. 96, pi35-142. Skewness Ultimate Analysis of Monolithic and Segmental External- ly Prestressed Concrete Bridges, Gonzalo Ramos and Punching Strength of Deck Slabs in Skew Composite Angel C. Aparicio, BE Feb. 96, p10-17. Bridges, Tarek Ebeido and John B. Kennedy, BE May 96, p59-66. Numerical models Slabs Ultimate Analysis of Monolithic and Segmental External- ly Prestressed Concrete Bridges, Gonzalo Ramos and Punching Strength of Deck Slabs in Skew Composite Angel C. Aparicio, BE Feb. 96, p10-17. Bridges, Tarek Ebeido and John B. Kennedy, BE May 96, p59-66. Pile foundations Nonlinear Pile Foundation Analysis Using Florida-Pier, Soil-structure interaction M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, Nonlinear Pile Foundation Analysis Using Florida-Pier, BE Nov. 96, p135-142. M. I. Hoit, M. McVay, C. Hays and P. W. Andrade, BE Nov. 96, p135-142. Post tensioning Design Methodology for Strengthening of Continuous- Spectra Span Composite Bridges, H. A. El-Arabaty, F. W. Loading Spectra for Railway Bridges under Current Op- Klaiber, F. S. Fanous and T. J. Wipf, BE Aug. 96, erating Conditions, Daniel H. Tobias, Douglas A. p104-111. Foutch and John Choros, BE Nov. 96, p127-134. 168 AUTHOR INDEX WOODWARD AUTHOR INDEX Allen, D. L. Mertz, Dennis see Whitney, M. W., BE May 96, p47-58 Editorial, BE Feb. 96, p1 Andrade, P. W. Minor, John see Hoit, M. I., BE Nov. 96, p135-142 Web Buckle at I-40 Bridge Test, with Clinton Wood- ward, BE Feb. 96, p34-36 Aparicio, Angel C. see Ramos, Gonzalo, BE Feb. 96, p10-17 Oswald, Charles J. Field Study of Pretension in Large-Diameter A490 Bolts, Arockiasamy, M. with Robert J. Dexter and Steven K. Brauer, BE Aug. see Shahawy, Mohsen A., BE May 96, p76-86 96, p121-126 see Shahawy, Mohsen A., BE May 96, p87-97 Perdikaris, Philip C. Aswad, Alex see Petrou, Michael F., BE Nov. 96, p143-154 see Chen, Yohchia, BE Aug. 96, p112-120 Petrou, Michael F. Barker, M. G. Static Behavior of Noncomposite Concrete Bridge Decks Shakedown Tests of One-Third—Scale Composite Bridge, under Concentrated Loads, with Philip C. Perdikaris with P. M. Bergson, C. E. French, R. T. Leon, T. V. and Mingzhu Duan, BE Nov. 96, p143-154 Galambos and F. W. Klaiber, BE Feb. 96, p2-9 Ramos, Gonzalo Bergson, P. M. Ultimate Analysis of Monolithic and Segmental External- see Barker, M. G., BE Feb. 96, p2-9 ly Prestressed Concrete Bridges, with Angel C. Apari- cio, BE Feb. 96, p10-17 Brauer, Steven K. see Oswald, Charles J., BE Aug. 96, p121-126 Schilling, Charles G. Yield-Interaction Relationships for Curved I-Girders, BE Chen, Yohchia Feb. 96, p26-33 Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD, with Alex Aswad, BE Shahawy, Mohsen Aug. 96, p112-120 see Wang, Ton-Lo, BE May 96, p67-75 err: BE Nov. 96, p166 Shahawy, Mohsen A. Choros, John Analytical and Measured Strains in Sunshine Skyway see Tobias, Daniel H., BE Nov. 96, p127-134 Bridge. II, with M. Arockiasamy, BE May 96, p87-97 Field Instrumentation to Study the Time-Dependent Be- Dexter, Robert J. havior in Sunshine Skyway Bridge. I, with M. Arock- see Oswald, Charles J., BE Aug. 96, p121-126 iasamy, BE May 96, p76-86 Duan, Mingzhu Starossek, Uwe see Petrou, Michael F., BE Nov. 96, p143-154 Cable-Stayed Bridge Concept for Longer Spans, BE Aug. Ebeido, Tarek 96, p99-103 Girder Moments in Continuous Skew Composite Bridg- Tobias, Daniel H. es, with John B. Kennedy, BE Feb. 96, p37-45 Loading Spectra for Railway Bridges under Current Op- Punching Strength of Deck Slabs in Skew Composite erating Conditions, with Douglas A. Foutch and John Bridges, with John B. Kennedy, BE May 96, p59-66 Choros, BE Nov. 96, p127-134 Shear and Reaction Distributions in Continuous Skew Composite Bridges, with John B. Kennedy, BE Nov. Wang, Ton-Lo 96, p155-165 Dynamic Behavior of Continuous and Cantilever Thin- Walled Box Girder Bridges, with Dongzhou Huang El-Arabaty, H. A. and Mohsen Shahawy, BE May 96, p67-75 Design Methodology for Strengthening of Continuous- Span Composite Bridges, with F. W. Klaiber, F. S. Whitney, M. W. Fanous and T. J. Wipf, BE Aug. 96, p104-111 Barge Collision Design of Highway Bridges, with I. E. Harik, J. J. Griffin and D. L. Allen, BE May 96, p47-58 Fanous, F. S. see El-Arabaty, H. A., BE Aug. 96, p104-111 Wipf, T. J. see El-Arabaty, H. A., BE Aug. 96, p104-111 Fereig, Sami M. Woodward, Clinton _ Economic Preliminary Design of Bridges with Pre- stressed I-Girders, BE Feb. 96, p18-25 see Minor, John, BE Feb. 96, p34-36 Foutch, Douglas A. see Tobias, Daniel H., BE Nov. 96, p127-134 French, C. E. see Barker, M. G., BE Feb. 96, p2-9 Galambos, T. V. see Barker, M. G., BE Feb. 96, p2-9 Griffin, J. J. see Whitney, M. W., BE May 96, p47-58 Harik, I. E. see Whitney, M. W., BE May 96, p47-58 Hays, C. see Hoit, M. I., BE Nov. 96, p135-142 Hoit, M. I. Nonlinear Pile Foundation Analysis Using Florida-Pier, with M. McVay, C. Hays and P. W. Andrade, BE Nov. 96, p135-142 Huang, Dongzhou see Wang, Ton-Lo, BE May 96, p67-75 Kennedy, John B. see Ebeido, Tarek, BE Feb. 96, p37-45 see Ebeido, Tarek, BE May 96, p59-66 see Ebeido, Tarek, BE Nov. 96, p155-165 Klaiber, F. W. see Barker, M. G., BE Feb. 96, p2-9 see El-Arabaty, H. A., BE Aug. 96, p104-111 Leon, R. T. see Barker, M. G., BE Feb. 96, p2-9 McVay, M. see Hoit, M. I., BE Nov. 96, p135-142

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