American Society of Civil Engineers 2000: Vol 4 Index

7 Pages·2000·2.4 MB·English

ANCHORAGES 2000 ANNUAL INDEX
SUBJECT INDEX
Anchorages Bridge decks Axial Testing of Rectangular Column Models Confined
% Bond Anchorages for Performance of Tube and Plate Fiberglass Composit with Composites, Pierre Rochett
1 rong Zhang, Brahim Benmokrane Bridge Deck, Michael D. Hayes, Don Ohanehi, John J siére. CC Ar 00, pl 9-136
vennouf, CC May 00, p39-47 Lesko, Thomas E. Cousins and Dan Witcher, CC May Editor’s Note, Lawrence C. Bank, CC Feb
00, p48 55
Cantilever Slabs Using Effecto f Short-Term Freeze-Thaw Cyclin
Chan and J Service and Ultimate Load Behavior of Bridge De te Confined Concrete, V. M. Karbhari
nforced with Carbon FRP Grid, A. H. Rahman P. K. Dutta, CC Nov. 00, p191-197
Kingsley and K. Kobayashi, CC Feb. 00, p16-23 Modeling Out-of-Plane Behavior of URM Walls Re
Bridge design trofitted with Fiber Composites, J. 1. Velazquez-Dimas
and M. R. Ehsani, CC Nov. 00, p!72-181
Design and Installation of Fiber-Reinforced
Composite Bridge, Dean C. Foster New Method for Testing Fiber-Reinforced Polymer Rods
Richards, P.E. and Ben R. Bogner, P.E under Fatigue, M da Adimi, A. Habib Rahman and
133-3 Brahim Benmokran ov. 00, p206-213
C. Bank, CC Nov. 00, p163
Shear Strengthening Joints Using CFRP Com
Bridges, composite posites, Janos Gerge P. Pantelides and Law
ctangular Column Models Confinec Design and Installation of Fiber-Reinforced renDc. Reeav eley, CC May 00, p56-64
P9i1 err2e9 -13R ochette and Pierre Labos CRoicmhpaordssi,t e P.E. Briadnged, Ben DeaR.n BogCn. er, FosPt.eIr Composite structures
p33-3 Concrete Slabs Reinforced with FRP Grids. Il: One-Way
Beam columns Bending, Stijn Matthys and Luc Taerwe, CC Aug. O¢
Bridges, highway pi4s 153
Shear Strengthening of RC T-Joints Using CFRP Com
Janos Gergely, Chris P. Pantelides and Law Canadian Bridge Design Code Provisions for Fiber Concrete Slabs Reinforced with FRP Grids. Il: Punching
te ley, CC May 00, p56-64 Reinforced Structures, Baidar Bakht, George Al-Bazi Resistance, Stijn Matthys and Luc Taerwe, CC Aug
Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin 00, p154 161
CBleoasmesd -Form High-Order Analysis of R¢ Beams FNaeoarloe, anAdt suGhaimkiol MTaacdhriods,a , CAC ftFaebb . A.0 0, Mufpt3i-, 15 Kenneth W ConSstturdyu,c tioLna wreonf ce PulC.t ruBdaendk , CoT.m pRoussisetlel GSetnrturcyt,u re:K ennCeasteh
Strengthened with FRP Strips, O. Rabinovich and Y Design and Installation of Fiber-Reinforced Polymer H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna
Frostig, CC May 00 p65 74 Composite Bridge, Dean C. Foster, PE Dan Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119
mesn tianl BeRnedisnpgo,n se M. anPde cce, CodeG . MMoadneflrse d of anGdF REP. Cor c pRi3c3h-a3r7d s, P.E. and Ben R. Bogner, P.E., CC Feb. 00 PerBfroirdmgaen ceDe ck,o f MiTcuhbea el anDd. HPalyaetse, FDiobenr glaOshsa nehi, ComJpoohsni teJ
CC Nov 00, p18 190 Canada 0L0e,s kop,4 8-5T5h omas E. Cousins and Dan Witcher, CC May
Performance of Concrete Beams Strengthened Canadian Bridge Design Code Provisions for Fiber
CFRP Plates, Richard Andrew Barnes and Reinforced Structures, Baidar Bakht, George Al-Bazi Compression
Charles Mays, CC May 99 p63 7? Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin Mechanical Interaction between Concrete and FRP Sheet
Bending FNaeoarloe, anAdt suGhaimkiol MTaacdhriods,a , CC AftFaebb . A.0 0,M ufpt3i-,1 5 Kenneth W Hwai-Chung Wu, CC May 00, p96-98
Concrete Slabs Reinforced with FRP Grids. I: One-Way Concrete
Bending, Stijn Matthys and Luc Taerwe, CC Aug. 00 Cantilevers New Method for Testing Fiber-Reinforced Polymer Rods
p145-153 Retrofitting of Deficient RC Cantilever Slabs Using under Fatigue, M. Reda Adimi, A. Habib Rahman and
Benefit cost analysis GWaFnRgP, CSCtr ipsM,a y J.0 0G,. p7T5e-n8g4, L. Lam, W. Chan and J Brahim Benmokrane, CC Nov. 00, p206-213
Assessment of Life-Cycle Benefit-Cost of Composites in Concrete, reinforced
Construction, Makarand Hastak and Daniel W. Halpin Carbon Bond to Concrete of FRP Rebars after Cyclic Loading
CC Aug. 00, p103-111 Effect of Short-Term Freeze-Thaw Cycling on Compos Amnon Katz, CC Aug. 00, p137-144
Bond stress ite Confined Concrete, V. M. Karbhari, J. Rivera and Closed-Form High-Order Analysis of RC Beams
Prediction of Tensile Capacity of Bond Anchorages for P. K. Dutta,C C Nov. 00, p191-197 Strengthened with FRP Strips, O. Rabinovich and Y
FRP Tendons, Burong Zhang, Brahim Benmokrane Fatigue Performance of Concrete Beams Strengthened Frostig, CC May 00, p65-74
und Adil Chennouf, CC May 00, p39-47 with CFRP Plates, Richard Andrew Barnes and Deformation in Concrete with External CFRP Sheet Re
Geoffrey Charles Mays, CC May 99 p63-72 inforcement, Joseph M. Tripi, Charles E. Bakis, Thom
Bonding as E. Boothby and Antonio Nanni, CC May 00, p85
Bond to Concrete of FRP Rebars after Cyclic Loading Case reports 94
Amnon Katz, CC Aug. 00, p137-144 Construction of Pultruded Composite Structure: Case Design of Concrete Flexural Members Strengthened in
Study, Lawrence C. Bank, T. Russell Gentry, Kenneth
losed-Form High-Order Analysis of RC Beams H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna Shear with FRP, Thanasis C. Triantafillou and Costas
Strengthened with FRP Strips, O. Rabinovich and Y Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 P. Antonopoulos, CC Nov. 00, p198-205
Frostig, CC May 00 p6s 74 Fatigue Performance of Concrete Beams Strengthened
eformation in Concrete with External CFRP Sheet Re Closed form solutions with CFRP Plates, Richard Andrew Barnes and
nforcement, Joseph M. Tripi, Charles E. Bakis, Thom Closed-Form High-Order Analysis of RC Beams Geoffrey Charles Mays, CC May 99, p63-72
is E. Boothby and Antonio Nanni, CC May 00, p85 Strengthened with FRP Strips, O. Rabinovich and Y Load-Deflection Analysis of FRP Reinforced Concrete
YS Frostig, CC May 00, p65-74 Flexural Members, M. 4. Aiello and L. Ombres, CC
Nov. 00 p164-17171
Design of Concrete Flexural Members Strengthened in Codes
SP.h eaArn towniotpho uloFsR,P, CTCh anaNosvi.s 0C0. , pTr1i9a8n ta2f0i5l lou and Costas CanRaediinafno rceBdr idSgter uctDueressi,g n BaiCdoadre BaPkrhot,v isiGoenosr ge for Al-FBibaezri LocCCaohlna crrleBetosen ,d -E.S lBiFaprk ainRsce,el sactoCiC onFesbFh.oi cpa 0c0c ifo,r p2F4R APn3 t1 oRneiion forNacnenmie nt anidn
ffect of Short-Term Freeze-Thaw Cycling on Compos Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin
te Confined Concrete, V. M. Karbhari, J. Rivera and Faoro, Atsuhiko Machida, Aftab A. Mufti, Kenneth W Mechanical Interaction between Concrete and FRP Sheet
P. K. Dutta, CC Nov. 00, p191-197 Neale and Gamil Tadros, CC Feb. 00, p3-15 Hwai-Chung Wu, CC May 00, p96-98
cal Bond-Slip Relationship for FRP Reinforcement in Design of Concrete Flexural Members Strengthened in Retrofitting of Deficient RC Cantilever Slabs Using
Concrete, Francesco Focacci, Antonio Nanni and Shear with FRP, Thanasis C. Triantafillou and Costas GFRP Strips J G. Teng, L. Lam, W. Chan and J
Charles E. Bakis, CC Feb. 00, p24-31 P. Antonopoulos, CC Nov. 00, p198-205 Wang, CC May 00, p75-84
Prediction of Tensile Capacity of Bond Anchorages for Experimental Response and Code Models of GFRP rc Shear Strengthening of RC T-Joints Using CFRP Com
FRP Tendons, Burong Zhang, Brahim Benmokrane Beams in Bending, M. Pecce, G. Manfred and E. Co posites, Janos Gergely, Chris P. Pantelides and Law
and Adil Chennouf, CC May 00, p39-47 senza, CC Nov. 00, p182-190 rence D. Reaveley, CC May 00, p56-64
Bonding strength Columns Concrete slabs
BonAd mntoon KCaotnzc,r eteC C of AuFg.R P 00, Repba1r3s7 -1a4f4te r Cyclic Loading Axiwailt h TeCsotmipnogs itofe s,R ectPainegrurle ar RochCeotltuem n anMdo dePliser reC onLfaibnoesd ConpBce1rn4ed5ti-en1 g5,3 S laSbtsi jn ReMiantftohrycse d anwdi th LuFc RPT aeGrrwied,s . |:C C OnAeug-. Wa0y0.
siére, CC Aug. 00, p129-136
Box girders Concrete Slabs Reinforced with FRP Grids. I: Punching
Construction of Pultruded Composite Structure: Case Composite beams Resistance, Stijn Matthys and Luc Taerwe, CC Aug
Study, Lawrence C. Bank, T. Russell Gentry, Kenneth Laboratory and Field Testing of Composite Bridge Su 00, p154-161
H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna perstructure, M. D. Hayes, J. J. Lesko, J. Haramis, T Service and Ultimate Load Behavior of Bridge Deck Re
Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 E. Cousins, J.G omez and P. Masarelli, CC Aug. 00 inforced with Carbon FRP Grid, A. H. Rahman, C. Y
p120-128 Kingsley and K. Kobayashi, CC Feb. 00, p16-23
Bridge construction
Laboratory and Field Testing of Composite Bridge Su Composite materials Concrete structures
perstructure, M. D. Hayes, J. J. Lesko, J. Haramis, 1 Assessment of Life-Cycle Benefit-Cost of Composites in Axial Testing of Rectangular Column Models Confined
E. Cousins, J.G omez and P. Masarelli, CC Aug. 00 Construction, Makarand Hastak and Daniel W. Halpin with Composites, Pierre Rochette and Pierre Labos
pi1 20-12 28 CC Aug. 00, pi03-111 siére, CC Aug. 00, p129-136
ANCHORAGES 2000 ANNUAL INDEX
SUBJECT INDEX
Anchorages Bridge decks Axial Testing of Rectangular Column Models Confined
% Bond Anchorages for Performance of Tube and Plate Fiberglass Composit with Composites, Pierre Rochett
1 rong Zhang, Brahim Benmokrane Bridge Deck, Michael D. Hayes, Don Ohanehi, John J siére. CC Ar 00, pl 9-136
vennouf, CC May 00, p39-47 Lesko, Thomas E. Cousins and Dan Witcher, CC May Editor’s Note, Lawrence C. Bank, CC Feb
00, p48 55
Cantilever Slabs Using Effecto f Short-Term Freeze-Thaw Cyclin
Chan and J Service and Ultimate Load Behavior of Bridge De te Confined Concrete, V. M. Karbhari
nforced with Carbon FRP Grid, A. H. Rahman P. K. Dutta, CC Nov. 00, p191-197
Kingsley and K. Kobayashi, CC Feb. 00, p16-23 Modeling Out-of-Plane Behavior of URM Walls Re
Bridge design trofitted with Fiber Composites, J. 1. Velazquez-Dimas
and M. R. Ehsani, CC Nov. 00, p!72-181
Design and Installation of Fiber-Reinforced
Composite Bridge, Dean C. Foster New Method for Testing Fiber-Reinforced Polymer Rods
Richards, P.E. and Ben R. Bogner, P.E under Fatigue, M da Adimi, A. Habib Rahman and
133-3 Brahim Benmokran ov. 00, p206-213
C. Bank, CC Nov. 00, p163
Shear Strengthening Joints Using CFRP Com
Bridges, composite posites, Janos Gerge P. Pantelides and Law
ctangular Column Models Confinec Design and Installation of Fiber-Reinforced renDc. Reeav eley, CC May 00, p56-64
P9i1 err2e9 -13R ochette and Pierre Labos CRoicmhpaordssi,t e P.E. Briadnged, Ben DeaR.n BogCn. er, FosPt.eIr Composite structures
p33-3 Concrete Slabs Reinforced with FRP Grids. Il: One-Way
Beam columns Bending, Stijn Matthys and Luc Taerwe, CC Aug. O¢
Bridges, highway pi4s 153
Shear Strengthening of RC T-Joints Using CFRP Com
Janos Gergely, Chris P. Pantelides and Law Canadian Bridge Design Code Provisions for Fiber Concrete Slabs Reinforced with FRP Grids. Il: Punching
te ley, CC May 00, p56-64 Reinforced Structures, Baidar Bakht, George Al-Bazi Resistance, Stijn Matthys and Luc Taerwe, CC Aug
Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin 00, p154 161
CBleoasmesd -Form High-Order Analysis of R¢ Beams FNaeoarloe, anAdt suGhaimkiol MTaacdhriods,a , CAC ftFaebb . A.0 0, Mufpt3i-, 15 Kenneth W ConSstturdyu,c tioLna wreonf ce PulC.t ruBdaendk , CoT.m pRoussisetlel GSetnrturcyt,u re:K ennCeasteh
Strengthened with FRP Strips, O. Rabinovich and Y Design and Installation of Fiber-Reinforced Polymer H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna
Frostig, CC May 00 p65 74 Composite Bridge, Dean C. Foster, PE Dan Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119
mesn tianl BeRnedisnpgo,n se M. anPde cce, CodeG . MMoadneflrse d of anGdF REP. Cor c pRi3c3h-a3r7d s, P.E. and Ben R. Bogner, P.E., CC Feb. 00 PerBfroirdmgaen ceDe ck,o f MiTcuhbea el anDd. HPalyaetse, FDiobenr glaOshsa nehi, ComJpoohsni teJ
CC Nov 00, p18 190 Canada 0L0e,s kop,4 8-5T5h omas E. Cousins and Dan Witcher, CC May
Performance of Concrete Beams Strengthened Canadian Bridge Design Code Provisions for Fiber
CFRP Plates, Richard Andrew Barnes and Reinforced Structures, Baidar Bakht, George Al-Bazi Compression
Charles Mays, CC May 99 p63 7? Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin Mechanical Interaction between Concrete and FRP Sheet
Bending FNaeoarloe, anAdt suGhaimkiol MTaacdhriods,a , CC AftFaebb . A.0 0,M ufpt3i-,1 5 Kenneth W Hwai-Chung Wu, CC May 00, p96-98
Concrete Slabs Reinforced with FRP Grids. I: One-Way Concrete
Bending, Stijn Matthys and Luc Taerwe, CC Aug. 00 Cantilevers New Method for Testing Fiber-Reinforced Polymer Rods
p145-153 Retrofitting of Deficient RC Cantilever Slabs Using under Fatigue, M. Reda Adimi, A. Habib Rahman and
Benefit cost analysis GWaFnRgP, CSCtr ipsM,a y J.0 0G,. p7T5e-n8g4, L. Lam, W. Chan and J Brahim Benmokrane, CC Nov. 00, p206-213
Assessment of Life-Cycle Benefit-Cost of Composites in Concrete, reinforced
Construction, Makarand Hastak and Daniel W. Halpin Carbon Bond to Concrete of FRP Rebars after Cyclic Loading
CC Aug. 00, p103-111 Effect of Short-Term Freeze-Thaw Cycling on Compos Amnon Katz, CC Aug. 00, p137-144
Bond stress ite Confined Concrete, V. M. Karbhari, J. Rivera and Closed-Form High-Order Analysis of RC Beams
Prediction of Tensile Capacity of Bond Anchorages for P. K. Dutta,C C Nov. 00, p191-197 Strengthened with FRP Strips, O. Rabinovich and Y
FRP Tendons, Burong Zhang, Brahim Benmokrane Fatigue Performance of Concrete Beams Strengthened Frostig, CC May 00, p65-74
und Adil Chennouf, CC May 00, p39-47 with CFRP Plates, Richard Andrew Barnes and Deformation in Concrete with External CFRP Sheet Re
Geoffrey Charles Mays, CC May 99 p63-72 inforcement, Joseph M. Tripi, Charles E. Bakis, Thom
Bonding as E. Boothby and Antonio Nanni, CC May 00, p85
Bond to Concrete of FRP Rebars after Cyclic Loading Case reports 94
Amnon Katz, CC Aug. 00, p137-144 Construction of Pultruded Composite Structure: Case Design of Concrete Flexural Members Strengthened in
Study, Lawrence C. Bank, T. Russell Gentry, Kenneth
losed-Form High-Order Analysis of RC Beams H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna Shear with FRP, Thanasis C. Triantafillou and Costas
Strengthened with FRP Strips, O. Rabinovich and Y Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 P. Antonopoulos, CC Nov. 00, p198-205
Frostig, CC May 00 p6s 74 Fatigue Performance of Concrete Beams Strengthened
eformation in Concrete with External CFRP Sheet Re Closed form solutions with CFRP Plates, Richard Andrew Barnes and
nforcement, Joseph M. Tripi, Charles E. Bakis, Thom Closed-Form High-Order Analysis of RC Beams Geoffrey Charles Mays, CC May 99, p63-72
is E. Boothby and Antonio Nanni, CC May 00, p85 Strengthened with FRP Strips, O. Rabinovich and Y Load-Deflection Analysis of FRP Reinforced Concrete
YS Frostig, CC May 00, p65-74 Flexural Members, M. 4. Aiello and L. Ombres, CC
Nov. 00 p164-17171
Design of Concrete Flexural Members Strengthened in Codes
SP.h eaArn towniotpho uloFsR,P, CTCh anaNosvi.s 0C0. , pTr1i9a8n ta2f0i5l lou and Costas CanRaediinafno rceBdr idSgter uctDueressi,g n BaiCdoadre BaPkrhot,v isiGoenosr ge for Al-FBibaezri LocCCaohlna crrleBetosen ,d -E.S lBiFaprk ainRsce,el sactoCiC onFesbFh.oi cpa 0c0c ifo,r p2F4R APn3 t1 oRneiion forNacnenmie nt anidn
ffect of Short-Term Freeze-Thaw Cycling on Compos Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin
te Confined Concrete, V. M. Karbhari, J. Rivera and Faoro, Atsuhiko Machida, Aftab A. Mufti, Kenneth W Mechanical Interaction between Concrete and FRP Sheet
P. K. Dutta, CC Nov. 00, p191-197 Neale and Gamil Tadros, CC Feb. 00, p3-15 Hwai-Chung Wu, CC May 00, p96-98
cal Bond-Slip Relationship for FRP Reinforcement in Design of Concrete Flexural Members Strengthened in Retrofitting of Deficient RC Cantilever Slabs Using
Concrete, Francesco Focacci, Antonio Nanni and Shear with FRP, Thanasis C. Triantafillou and Costas GFRP Strips J G. Teng, L. Lam, W. Chan and J
Charles E. Bakis, CC Feb. 00, p24-31 P. Antonopoulos, CC Nov. 00, p198-205 Wang, CC May 00, p75-84
Prediction of Tensile Capacity of Bond Anchorages for Experimental Response and Code Models of GFRP rc Shear Strengthening of RC T-Joints Using CFRP Com
FRP Tendons, Burong Zhang, Brahim Benmokrane Beams in Bending, M. Pecce, G. Manfred and E. Co posites, Janos Gergely, Chris P. Pantelides and Law
and Adil Chennouf, CC May 00, p39-47 senza, CC Nov. 00, p182-190 rence D. Reaveley, CC May 00, p56-64
Bonding strength Columns Concrete slabs
BonAd mntoon KCaotnzc,r eteC C of AuFg.R P 00, Repba1r3s7 -1a4f4te r Cyclic Loading Axiwailt h TeCsotmipnogs itofe s,R ectPainegrurle ar RochCeotltuem n anMdo dePliser reC onLfaibnoesd ConpBce1rn4ed5ti-en1 g5,3 S laSbtsi jn ReMiantftohrycse d anwdi th LuFc RPT aeGrrwied,s . |:C C OnAeug-. Wa0y0.
siére, CC Aug. 00, p129-136
Box girders Concrete Slabs Reinforced with FRP Grids. I: Punching
Construction of Pultruded Composite Structure: Case Composite beams Resistance, Stijn Matthys and Luc Taerwe, CC Aug
Study, Lawrence C. Bank, T. Russell Gentry, Kenneth Laboratory and Field Testing of Composite Bridge Su 00, p154-161
H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna perstructure, M. D. Hayes, J. J. Lesko, J. Haramis, T Service and Ultimate Load Behavior of Bridge Deck Re
Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 E. Cousins, J.G omez and P. Masarelli, CC Aug. 00 inforced with Carbon FRP Grid, A. H. Rahman, C. Y
p120-128 Kingsley and K. Kobayashi, CC Feb. 00, p16-23
Bridge construction
Laboratory and Field Testing of Composite Bridge Su Composite materials Concrete structures
perstructure, M. D. Hayes, J. J. Lesko, J. Haramis, 1 Assessment of Life-Cycle Benefit-Cost of Composites in Axial Testing of Rectangular Column Models Confined
E. Cousins, J.G omez and P. Masarelli, CC Aug. 00 Construction, Makarand Hastak and Daniel W. Halpin with Composites, Pierre Rochette and Pierre Labos
pi1 20-12 28 CC Aug. 00, pi03-111 siére, CC Aug. 00, p129-136
SUBJECT INDEX INTERFEROMETRY
Effect of Short-Term Freeze-Thaw Cycling on Compos Design standards Laboratory and Field Testing of Composite Bridge Su
Confined Concrete, V. M. Karbhari, J. Rivera and Canadian Bridge Design Code Provisions for Fiber perstructure, M. D. Hayes, J. J. Lesko, J. Haramis, T
P. K. Dutta, CC Nov. 00, p191-19 Reinforced Structures, Baidar Bakht, George Al-Bazi E. Cousins, J. Gomez and P. Masarelli, CC Aug. 00
Nemy Banthia, Moe Cheung, Marie-Anne Erki, Martin p20 128
Faoro, Atsuhiko Machida, Aftab A. Mufti, Kenneth W flection Analysis of FRP Reinforced Concrete
N and Gamil Tadros, CC Feb. 00, p3-15 Flexural Members, M. A. Aiello and L. Ombres, C¢
Documentation Nov. 00 pl64-171
P. K.C onfDinuedt ta,C C CNo«nc rete, 10.V . MTp.19h awK ar) bCyt } J. RiCvoermap x and ConSHs.tt udryu,Nc utssi,oL na wSrtoefe nphcaPenu ilCet. r uBdaHen.d k , HuCroTd.m, pRoussiAsetnltelh onyGS ternutcJrt. uyr,Le :aK meannnCenatsaeh LocCCaholan rclerBseo tn d-E.S lBiFpar akniRcesels,acC toCi o nFsFhoiecpa c0cb0if,o,r p.2F4R- A3Pn1 t oRneiio nforNacnenmie nt anidn
Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 Mechanical Interaction between Concrete and FRP Sheet
CPoenrnfeocrtmoanrcse, meofc haTnubiec al Fil anf so6i EMoadretlhiqnuga keOsu t-of-Plane Behavior of URM Walls R NewH waMie-tChhoudn g for Wu,T estinCgC MFaiyb er00-,R eipn9f6o-r9c8e d Polymer Rods
,i ge DTechko, masMiE . ¢ irnodf itMt.e d R.w itEhh saniF,i ber CC CoNmopv.o site00s,, p1J.7 2I- 1V8e1l azque Dima Birnadehri m FatBiegnuem,o kraMn. e,R eda CC Nov. i, 00,A . pH2a0b6i-b2 13R ahman and
Prediction of Tensile Capacity of Bond Anchorages for
Embedment FRP Tendons, Burong Zhang, Brahim Benmokrane
Construction Local Bond-Slip Relationship for FRP Reinforcement in ind Adil Chennouf, CC May 00, p39-4
ConSstutdry,u ction Lawroef nce PulC.t rudBeandk , T. CoRmupsossietlel GSetnrturcyt,u re: KennCeatste C( hoanrcrleetse, E . BFarkiasn,c esCcC o FebF.o ca0c0,c ip, 24-A3n1t onio Nanni and \ssurance of GFRP Pipes for Seawater Cooling
H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna r Plants, O. Ishai and J. M. Lifshitz, CC Feb
Stephen J. Duich and Ben Oh, CC Aug. 00, p!12-119 Encasements
New Method for Testing Fiber-Reinforced Polymer Rods Retrofittit of Deficient RC Cantilever Slabs Usin
1 Note, Lawrence C. Bank, CC Feb. 00, p! under Fatigue, M. Reda Adimi, A. Habib Rahman and GFRP Strips, J. G. Teng, L. Lam, W. Chan and J
Brahim Benmokrane, CC Nov. 00, p206-213 Wang, CC May 00, p75-84
Construction materials
Assessment of Life-Cycle Benefit-Cost of Composites in Experimentation Service and Ultimate Load Behavior of Bridge Deck Re
CCCo nstrAuugc.t io0n0., p1M0a3k-a1r1a1n d Hastak and Daniel W. Halpin ConBcernedtien g, SlaSbtsi jn ReMiantftohrycse d anwdi th Luc FRTP aeGrrwied,s . CCI: OnAeug-. Wa0y0 iKnifnogrscleedy wanidt h K. CKarobboan yashFiR,P GridC,C FeAb.. H.0 0, Raph1m6a-n2,3 C. Y
p145-153 Shear Strengthening of RC T-Joints Using CFRP Com
Cooling systems posites, Janos Gergely, Chris P. Pantelides and Law
Quality Assurance of GFRP Pipes for Seawater Cooling ConRcerseitset ancSel,a bs StRiejni nfMoartctehdy s witahn d FRPLu c GrTidase.r we,I l: CPCu nchiAungg nce D. Reaveley, CC May 00, p56-64
Power Plants, O. Ishai and J. M. Lifshitz, CC Feb 00 pi54 161 Fiberglass
Experimental Response and Code Models of GFRP ™ I of Tube and Plate Fiberglass Composit
Corrosion resistance Beams in Bending, M. Pecce, G. Manfred and E. C¢ Bridge Deck, Michael D. Hayes, Don Ohanehi, John J
Quality Assuranc f GFRP Pipes for Seawater Cooling senza, CC Nov. 00, p182-190 0L0e, skop,4 8-5T5h omas E. Cousins and Dan Witcher, CC May
wer Plants, O. Ishai and J. M. Lifshitz, CC Feb Fatigue
Fatigue Performance of Concrete Beams Strengthened Field tests
with CFRP Plates, Richard Andrew Barnes and Laboratory and Field Testing of Composite Bridge Su
Geoffrey Charles Mays, CC May 99, p63-72 perstructure. M. D. Hayes. J. J. Lesko. J. Haramis, 7
Hwai-Cchalu nIgn terWauc,t ion CC betMweaeny 00, pC9o6n-cr9e8t e and FRP Sheet Newu ndeMre thFoatdi gufeo,r TeMs.t iRnegd a FibAedirm-iR,e infA.o rHcaebdi b PoRlayhmemra n Roadnsd pE.1 2C0o-u1s2i8n s, J. Gomez and P. Masarelli, CC Aug. 00
Cracks Brahim Benmokrane, CC Nov. 00, p206-213 Flexural strength
Vetormation in Concrete wi External CFRP Sheet Re Fatigue tests Design of Concrete Flexural Members Strengthened in
inforcement, Joseph M. Tripi, Charles E. Bakis, Thon Performance of Tube and Plate Fiberglass Composite Shear with FRP, Thanasis C. Triantafillou and Costas
E. Boothby and Antonio Nanni, CC May 00, p85 Bridge Deck, Michael D. Hayes, Don Ohanehi, John J P. Antonopoulos, CC Nov. 00, p198-205
Lesko, Thomas E. Cousins and Dan Witcher, CC May
Cyclic loads 00, p48 55 FMloedxeulrien g Out-of-Plane Behavior of URM Walls Re
Bond to Concrete of FRP Rebars after Cyclic Loading Fiber reinforced materials trofitted with Fiber Composites, J. 1. Velazquez-Dimas
Amnon Katz, CC Aug. 00, p137-144 Canadian Bridge Design Code Provisions for Fiber and M. R. Ehsani, CC Nov. 00, p172-181
ModeolifiidtntM ge .d R.Ow uittEhh- soafFn-iiPb,el ra nCeC CoNmBopveo.hs aivtie00so,,r p1Jo.7 f2 1-.1 81UV ReMl azqWuaelzl-sD imRaes FRNNaeeeoaimrlnoyef, oraBcnAaedtnd ts huGihaSaimt,kir oul c MtuoMrTaeeac sdh,rCi odhsae,B ,ua niCgdC,a Ar f tFaMebbBa .ar kihAt.e0 ,0- ,MA unfpGnt3eie-o, 1 r5gE Kerek in,n AeltM-haBr atziWin FEfrfeietecetz e-otCfo hnaSfwih noerdc ty-cTleeCr onmc retFe,r eezVe.- TM.h awK arCbyhcalriin g onR iveCroam poasn d
New Method for Testing Fiber-Reinforced Polymer Rods Modeling Out-of-Plane Behavior of URM Walls Re P. K. Dutta, CC Nov. 00, p191-197
Birnadehri m FatBiegnume,o kraMn.e ,R eda CC AdNoivm.i , 00,A . pH2a0b6ib- 213R ahman anc tarnodf itMt.e d R.w itEhh saFniib,e r CCC ompNoovs.i te0s0,, p1J.7 21-. 1V8e1l azquez-Dimas FSeurlvli-csec alea ndte stsU ltimate Load Behavior of Bridge Deck Re
Serviincfeo rceda ndw ithU ltimaCtaer bon LoFadR PB ehGarivdi,o r A. of H. BriRdaghem anD,e ck C. ReY Fiber reinforced plastics iKnifnogrscleedy waintdh K. CaKrobboan yasFhRPi , GriCdC , FeAb.. H.00 , Raph 1m6a-n2,3 C. Y
Kingsley and K. Kobayashi, CC Feb. 00, p16-23 Bond to Concrete of FRP Rebars after Cyclic Loading
Amnon Katz, CC Aug. 00, p137-144 Glass fibers
Decision support systems Closed-Form High-Order Analysis of RC Beams Effect of Short-Term Freeze-Thaw Cycling on Compos
Assessment of Life-Cycle Benefit-Cost of Composites in Strengthened with FRP Strips, O. Rabinovich and ite Confined Concrete, V. M. Karbhari, J. Rivera and
Construction, Makarand Hastak and Daniel W. Halpin Frostig, CC May 00, p65-74 P. K. Dutta, CC Nov. 00, p191-197
CC Aug. 00 pl03 111 Concrete Slabs Reinforced with FRP Grids. I: One-Way Experimental Response and Code Models of GFRP rc
Deflection pBlen4d5i-n1g5,3 Stijn Matthys and Luc Taerwe, CC Aug. 00 Bseenazam,s CinC BNeonvd.i ng00,, pM1. 82P-e1c9c0e, G. Manfred and E. Co
Load-Deflection Analysis of FRP Reinforced Concrete
Flexural Members, M. A. Aiello and L. Ombres, C¢ Concrete Slabs Reinforced with FRP Grids. II: Punching Quality Assurance of GFRP Pipes for Seawater Cooling
Nov. 00 pl64 171 Resistance, Stijn Matthys and Luc Taerwe, CC Aug of Power Plants, O. Ishai and J. M. Lifshitz, CC Feb
00. pl54 161
Deformation Deformation in Concrete with External CFRP Sheet Re
Deformation in Concrete with External CFRP Sheet Re inforcement, Joseph M. Tripi, Charles E. Bakis, Thom Glued-laminated timber
inforcement, Joseph M. Tripi, Charles E. Bakis, Thom as E. Boothby and Antonio Nanni, CC May 00, p85 Laboratory and Field Testing of Composite Bridge Su
9a4s E. Boothby and Antonio Nanni, CC May 00, p85 Des9i4g n and Installation of Fiber-Reinforced Polymer ppE.e1 r2sC0tor-uu1sc2it8nurs e,, J.M . GoDm. ezH ayaends , JP.. JM. aLseaskroe, llJi. ,CH Car amAuigs., 00T
Composite Bridge, Dean C. Foster, P.t Dan
Design Richards, P.E. and Ben R. Bogner, P.E., CC Feb. 00 Installation
Design of Concrete Flexural Members Strengthened in p33-37 Design and Installation of Fiber-Reinforced Polymer
Shear with FRP, Thanasis C. Triantafillou and Costas Design of Concrete Flexural Members Strengthened in Composite Bridge, Dean C. Foster, P.-E Dan
P. Antonopoulos, CC Nov. 00, p198-205 Shear with FRP, Thanasis C. Triantafillou and Costas Richards, P.E. and Ben R. Bogner, P.E., CC Feb. 00.
P. Antonopoulos,C C Nov. 00, p198-205 p33 37
Design criteria
Experimental Response and Code Models of GFRP rc Effeitcet Coofn fiSnheodr t-CToenrcmr etFe,r eezVe.- TM.h awK arCbyhacrlii,n g J. onR iCveormap oasn d Interactions
Beams in Bending, M. Pecce, G. Manfred and E. Co P. K. Dutta, CC Nov. 00, p191-197 Mechanical Interaction between Concrete and FRP Sheet,
senza, CC Nov. 00, p182-190. Hwai-Chung Wu, CC May 00, p96-98
Experimental Response and Code Models of GFRP rc
Design data Beams in Bending, M. Pecce, G. Manfred and E. Co Interferometry
Construction of Pultruded Composite Structure: Case senza, CC Nov. 00, p182-190 Deformation in Concrete with External CFRP Sheet Re
Study, Lawrence C. Bank, T. Russell Gentry, Kenneth Fatigue Performance of Concrete Beams Strengthened inforcement, Joseph M. Tripi, Charles E. Bakis, Thom
H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna with CFRP Plates, Richard Andrew Barnes and as E. Boothby and Antonio Nanni, CC May 00, p85
Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 Geoffrey Charles Mays, CC May 99, p63-72 94
219
LABORATORY TESTS 2000 ANNUAL INDEX
Laboratory tests Sea water corrosion
Laboratory a ield Testing of Composite Bridge Quality Assurance of GFRP Pipes for Seawater Cooling
rstruct J. Haramis, T of Power Plants, O. Ishai and J. M. Lifshitz, CC Fet
CC Aug. Of 99 n? 2
Shear
Life cycle cost Design of Concrete Flexural Members Strengthened
nt of Life-Cyc Benefit-Cost of Composites it Shear with FRP, Thanasis C. Triantafillou and Costas
yn, Makarand Hastak and Daniel W. Halpi P. Antonopoulos, CC Nov p198-205
Shear strength
Loads uw Strengthening of RC T ts Using CFRP (¢
ad-Defl Analy FRP Reinforced Concre s, Janos Gergel } ». Pantelides and
i I \ lo and L. Ombre D. Reaveley 1 96-064
\ Shear stress
sdiction of Tensile Capacity of Bond Anchorages for
URM Walls R Tendons, Burong Zhang, Brahim Benmokrane
Velazquez-Din ind Adil Chennouf, CC M 0. p s9-4
181 Sheets
Modeling Deformation in Concrete th xternal CFRP Sheet R
Concr ibs Reinforced with FRP Grids. Il: Punching nforcement, Joseph M. Trip irles E. Bakis, Thom
Stijn Matthys and Luc Taerw CC Aug as E. Boothby and Antonio Nanni, CC May 00, p85
I4
Modeling (¢ {-Plar Behavior of URM Walls R Slabs
rofitte vith Fiber Composites, J. 1. Velazquez-Dimas Retrofitting of Deficient
andM . R. Ehsani, CC Nov. 00, p172-181 GFRP Strips, J. G. Teng
Models Wang, CC May 00, p75-84
Closed-Form igh-Order Analysis of R¢ Beam Slip
Strengthened with FRP Strips, O. Rabinovich and Y Local Bond-Slip Relationship for FRP Reinforce
Frostig ry OO, p65-74 Concrete, Francesco Focacci, Antonio Nanni
Pipes Charles E. Bakis, CC Feb. 00, p24-31
Quality Assurance of GFRP Pipes for Seawater Cooling Stiffness
of Power Plants, O. Ishai and J. M. Lifshitz, CC Feb Prediction of Tensile Capacity of Bond Anchorages f
9. p-p 27-3 FRP Tendons, Burong Zhang, Brahim Benmokrar
Powerplants and Adil Chennouf, CC May 00, p39-47
Quality Assurar f GFRP Pipes for Seawater Cooling Strength
of Power Plants, O. Ishai and J. M. Lifshitz, CC Feb Axial Testing of Rectangular Column Models Confined
99. p 97-37 with Composites, Pierre Rochette and Pierre Labos
Pull-out resistance sire, CC Aug. 00 pl29 136
Local Bond-Slip Relationship for FRP Reinforcement in Closed-Form High-Order Analysis of RC Beams
é © Focacci, Antonio Nanni and Strengthened with FRP Strips, O. Rabinovich and Y
I » OO. n24-3 Frostig, CC May 00, p65-74
Performance of Tube and Plate Fiberglass Composite
Pultrusion Bridge Deck, Michael D. Hayes, Don Ohanehi, John J
Construction of Pultruded Composite Structure: Case Lesko, Thomas E. Cousins and Dan Witcher, CC May
Study, Lawrence C. Bank, T. Russell Gentry, Kennett Ww pp+4 8-55
H. Nuss, Stephanie H. Hurd, Anthony J. Lamanna
Stephen J. Duich and Ben Oh, CC Aug. 00, p112-119 Structural behavior
Concrete Slabs Reinforced with FRP Grids. Il: One-Way
Punching Bending, Stijn Matthys and Luc Taerwe, CC Aug. 00
s Reinforced with FRP Grids. I: Punching F 145-153
00. p15 Stijn Matthys and Luc Taerwe, CC Aug Structural members
Load-Deflection Analysis of FRP Reinforced Concret
Quality assurance Flexural Members, M. A. Aiello and L. Ombres, C¢
Quality Assurance of GFRP Pipes for Seawater Cooling Nov. 00, p164-171
o9f9 Ppo2w7e r 3 Plants, O. Ishai and J. M. Lifshitz, CC Feb Structure reinforcement
Bond to Concrete of FRP Rebars after Cyclic Loading
Rehabilitation Amnon Katz, CC Aug. 00, p! 37-144
‘ lumn Models Confined Experimental Response and Code Models of GFRP rc
Rochette and Pierre Labos Beams in Bending, M. Pecce, G. Manfred and E. C¢
senza, CC Nov. 00, p182-190
sting of Composite Bridge Su Load-Deflection Analysis of FRP Reinforced Concre
Hayes, J. J. Lesko, J. Haramis, T Flexural Members, M. A. Aiello and L. Ombres, C¢
Gomez and P. Masarelli, CC Aug. 00 Nov. 00, p164 171
I joints
Reinforcement Shear Strengthening of RC T-Joints Using CFRP Com
Service and Ultimate Load Behavior of Bridge Deck Re posites, Janos Gergely, Chris P. Pantelides and Law
inforced with Carbon FRP Grid, A. H. Rahman, C. Y rence D. Reaveley, CC May 00, p56-64
Kingsley and K. Kobayashi, CC Feb. 00, p16-23
Fendons
Repairing Prediction of Tensile Capacity of Bond Anchorages for
Deformation in Concrete with External CFRP Sheet Re FRP Tendons, Burong Zhang, Brahim Benmokrane
inforcer t, Joseph M. Tripi, Charles E. Bakis, Thom and Adil Chennouf, CC May 00, p39-47
as E. Boothby and Antonio Nanni, CC May 00, p85
a4 Ultimate loads
Service and Ultimate Load Behavior of Bridge Deck Re
Retrofitting inforced with Carbon FRP Grid, A. H. Rahman, C. Y
Mechanical Interaction between Concrete and FRP Sheet Kingsley and K. Kobayashi, CC Feb. 00, p16-23
Hwai-Chung Wu, CC May 00, p96-98
Modeling Out-of-Plane Behavior of URM Walls Re
trofitted with Fiber Composites, J. |. Velazquez-Dimas
andM . R. Ehsar Nov. 00, p172-181
Retrofitting eficien Cantilever Slabs
GFRP Strips ng Lam, W. Chan
Wang, CC May
Rods
New Method for Testing Fiber-Reinforced Polymer Rods
under Fatigue, M. Reda Adimi, A. Habib Rahman and
Brahim Benmokrane, CC Nov. 00, p206-213
AUTHOR INDEX
AUTHOR INDEX
Adimi, M. Reda Foster, Dean C., P.E. Mufti, Aftab A.
lethod for Design and Installation of Fiber-Reinforced Polymer ee Bakht, Baidar, CC Feb. 00, p3-15
Composite Bridge, with Dan Richards, P.E. and Ben R
Bogner, P.E., CC Feb. 00, p33-37 Nanni, Antonio
see Focacci, Francesco,C C Feb. 00, p24-31
Aiello,M . A. Frostig,Y . e Tripi, Joseph M., CC May 00, p85-94
I Deflection Analysis « e Rabinovich, O., CC May 00, p65-74
Flexur Members Neale, Kenneth W.
Gentry, T. Russell see Bakht, Baidar, CC Feb. 00, p3-15
e Bank, Lawrence C., CC
Al-Bazi, George Nuss, Kenneth H.
Bakht, Baidar, CC Feb Gergely, Janos ee Bank, Lawrence C., CC Aug. 00, p1 12-119
Al-Gadhib, A. H. Shepaors iteSs,t rengwtihthe ninChgr iso f PR. C PaTn-tJeoliindtess aUnsdin g LawCrFeRnP ce ComD Oh, Ben
B M. H., (disc), CC M Reaveley, CC May 00, p56-64 see Bank, Lawrence C., CC Aug. 00, p1 12-119
Antolrnioanptoafuillolosu,, CTohstaansa sPi.s C., ¢ GomHeayze,s,J . M. D., CC Aug Osehe anHeahyies,, DMoinc hael D., CC May 00, p48-55
CBaankahdti,a n BaidBarird ge Design Cod HalpHians,t ak,D aniMealk arWa.n d, C¢ Oseme brAeisel,lo , L.M . A., CC Nov. 00, p164-171
) 1 Structures vitl r Pantelides, Chris P.
i, Moe Cheung, Marie Haramis,J . ee Gergely, Janos, CC May 00, p56-64
Atsuhiko Machida, Aftab layes, M. D., CC Au
nd Gamil Tadros, C¢ Hastak, Makarand PEexcpceer,i meMn.t al Response and Code Models of GFRP rc
Bakis, Charles E. Assessment of Life-Cycle Benefit-Cost of Composites in 3eams in Bending, with G. Manfred and E. Cosenza
Focac Francesco, CC Fe Construction, with Daniel W. Halpin, CC Aug. 00 CC Nov. 00, p182-190
lripi, Joseph M., CC May
Rabinovich, O.
BalucMh., H . Hayes, M. D. Closed-Form High-Order Analysis of RC Beams
j Fatigue Performance Laboratory and Field Testing of Composite Bridge Su Strengthened with FRP Strips, with Y. Frostig, C¢
1 with CFRP Plat perstructure, with J. J. Lesko, J. Haramis, T. E. Cous May 00, p65-74
irles May ns, J. Gomez and P. Masarelli, CC Aug. 00, p120-128
Rahman, A. H.
Hayes, Michael D. Service and Ultimate Load Behavior of Bridge Deck Re
Performance of Tube and Plate Fiberglass Composite inforced with Carbon FRP Grid, with C. Y. Kingsley
Bank, Lawrence C. Bridge Deck, with Don Ohanehi, John J. Lesko, Thom and K. Kobayashi, CC Feb. 00, p16-23
( tion of Pultruded is E. Cousins and Dan Witcher, CC May 00, p48-55
SSttuedpyh,a nie withH . TH.u rdR, usseAlnlt hoGne Hurd, Stephanie H. Rseea hmAadnim,i , AM.. HaRbeidb a,C C Nov. 00, p206-213
D h and Ben Oh, CC Aug Bank, Lawrence C., CC Aug. 00, p! 12-119 Rasheed, Hayder A.
N CC Feb. 00, pI Ishai,O . disc. (of Quality Assurance of GFRP Pipes for Seawater
Note, CC Nov. 00, p163 Quality Assurance of GFRP Pipes for Seawater Cooling Cooling of Power Plants, by O. Ishai and J. M
yf Power Plants, with J. M. Lifshitz, CC Feb. 99, p27 Lifshitz, CC Feb. 99, p27-37), CC May 00, p100-101
Banthia, Nemy
Baidar, CC Feb. 00 dis Hayder A. Rasheec C May 00, p100-101 Reaveley, Lawrence D.
Barnes, Richard Andrew lo CC May 00. p101 see Gergely, Janos, CC May 00, p56-64
f ue CPFeRrPf ormPalantcese, owfi thC onG e« Kahn, A. R. Rseie chFaorstdesr,, DDaen,a nP .E.C., P.E., CC Feb. 00, p33-37
19. p63-72 e Baluch, M. H sc), CC May 99, p63-7
M. GaH.d hibB,a luch,C C N« A KEfaferctb haofr iS,hVo .r tM-.T erm Freeze-Thaw Cycling on Compos Rseie verKaar,b haJr.i , V. M., CC Nov. 00, p191-197
CC Nov. 00, p215 te Confined Concrete, with J. Rivera and P. K. Dutta Rochette, Pierre
senmokrane, Brahim CC Nov. 00. p191-197 Axial Testing of Rectangular Column Models Confined
with Composites, with Pierre Labossiére, CC Aug. 00
‘\hdainmgi,, MB.u roRnegd,a , CCC C MaNyo v 06 KBaotnzd, tAo mnoCnon crete of FRP Rebars after Cyclic Loading p129-136 ;
Bogner, Ben R., P.E. CC Aug. 00, p137-144 sleea drBoask,ht , GamBaiilda r, CC Feb. 00, p3-15
ee Foster, Dean C., P.E Kingsley,C . Y.
Boothby, Thomas E. ee Rahman, A. H., CC Feb. 00, p16-23 sTeea erMwaet,th ysL,u c Stijn, CC Aug. 00, p145-153
lripi, Joseph M.., ¢ Kobayashi, K. ee Matthys, Stijn, CC Aug. 00, p154-161
Chan, W. e Rahman, A. H., CC Feb. 00, p16-2 Teng, J. G.
ee Tet 1.G ., CC May 0 Labossiére, Pierre Retrofitting of Deficient RC Cantilever Slabs Using
Chennouf, Adil see Rochette, Pierre, CC Aug. 00, p! 29-136 GFRP Strips, with L. Lam, W. Chan and J. Wang, CC
‘hang, Burong, CC May 00 Lam, L. May 00, p75-84
Cheung, Moe Teng, J. G., CC May 00, p75-84 Triantafillou, Thanasis C.
Bakht, Baidar, CC Feb. 00, p3 Lamanna, Anthony J. DesSihgena r ofw itCho ncFrRePt,e wFiltehx uraClo staMse mbPe. rs AntSotnroepnogultohse,n ed C¢i n
Cosenza, E. Bank, Lawrence C., CC Aug. 00, p1 12-119 Nov 00, p198 205
Pecce, M., CC Nov. 00, p187 Lesko, J. J. Tripi, Joseph M.
Cousins, T. E. ee Hayes, M. D., CC Deformation in Concrete with External CFRP Sheet Re
Hayes, M. D., CC Aug. 00, p120-128 Lesko, John J. inforcement, with Charles E. Bakis, Thomas E. Booth
Cousins, Thomas E. see Hayes, Michael D., CC May 00, p48-55 by and Antonio Nanni, CC May 00, p85-94
ee Hayes, Michael D., CC May 00, p48-55 Lifshitz, J. M. Velazquez-Dimas, J. I.
Duich, Stephen J. see Ishai, O., CC Feb. 99, p27-37 Modterolfiitntge d wOiutth- ofFi-bPelra nCe ompBoeshiatveiso,r wiotf h UM.R MR . EWhasllasn i, ReC C
Bank, Lawrence C., CC Aug. 00, p112 Machida, Atsuhiko Nov. 00, p172-181
Dutta, P. K. see Bakht, Baidar, CC Feb. 00, p3-15 Wang, J.
Karbhari, V. M., CC Nov. 00, p191-197 Manfred, G. see Teng, J. G., CC May 00, p75-84
Ehsani, M. R. see Pecce, M., CC Nov. 00, p182-190 Witcher, Dan
e Velazquez-Dimas, J. 1., CC Nov. 00, p172-181 Masarelli, P. see Hayes, Michael D., CC May 00, p48-55
Erki, Marie-Anne see Hayes, M. D., CC Aug. 00, p120-128 Wu, Hwai-Chung
see Bakht, Baidar, CC Feb. 00, p3-15 Matthys, Stijn Mechanical Interaction between Concrete and FRP Sheet,
Faoro, Martin Concrete Slabs Reinforced with FRP Grids. 1: One-Way CC May 00, p96-98
see Bakht, Baidar, CC Feb. 00, p3-15 Bending, with Luc Taerwe, CC Aug. 00, p145-153 Zhang, Burong
FLooccaalc ciB, onFdr-aSnlciep scRoe lationship for FRP Reinforcement in ConRcerseitset anSclea,b s wiRteh infoLurc ceTda erwwiet,h CCF RP AuGgr.i ds0.0 , Ipl: 15P4u-n1c6h1i ng PreFdRicPt ionT enodfo nsT,en silwei thC apBarcaihtyi m of BeBnomnodk raAnnceh oraangde s Adfiolr
Concrete, with Antonio Nanni and Charles E. Bakis Mays, Geoffrey Charles Chennouf, CC May 00, p39-47
CC Feb. 00, p24-31 see Barnes, Richard Andrew, CC May 99, p63-72
221