ACI Structural Journal 2001: Vol 98 Index

15 Pages·2001·5.9 MB·English

ACI
STRUCTURAL
JOURNAL
INDEX VOLUME 98, 2001
From a Journal of the American Concrete Institute, January through December 2001
progress through knowledge Ci
international
AMERICAN CONCRETE INSTITUTE, Farmington Hills, Michigan
ACI Structural Journal/March-April 2002
IND) =,
ACI Structural Journal VOLUME 98, 2001
Automatic generation of truss model for optimal design of reinforced
Remove this section and include it with your January through concrete structures (98-S41) Ali, M. A., and White, R. N., July-Aug.
December 2001 Volume 98 issues of the AC/ Structural
Journal. Axial load
—Evaluation of shear design procedures for reinforced concrete members
under axial compression (98-S51) Gupta, P. R., and Collins, M. P., July-
Aug. 2001
A
Abdullah—Shear strengthening of reinforced concrete columns using Bank, L. C.—Flexural strengthening of reinforced concrete beams using
ferrocement jacket (98-S67) Sept.-Oct. 2001 fasteners and fiber-reinforced polymer strips (98-S35) May-June 2001 . . .368
Abo-Shadi, N. A.—Performance-based design of confinement Beam
reinforcement in reinforced concrete bridge pier walls for out-of-plane —Behavior of fiber-reinforced prestressed and reinforced high-strength
seismic loads (98-S1) Jan.-Feb. 2001 . 0.0c.cc e0e cc.c ce. seec.eeee ed concrete beams subjected to shear (98-S73) Padmarajaiah, S. K., and
ACI Innovation Task Group 1—Special hybrid moment frames composed Ramaswamy, A., Sept.-Oct. 2001
of discretely jointed precast and post-tensioned concrete members (ACI —Behavior of simple-span reinforced concrete beams locally strengthened
T1.2-XX) and commentary (ACI T1.2R-XX) (proposed standard) (98- with external tendons (98-S17) Tan, K.-H.; Faroog, M. A.-A.; and Ng, C.-
$75) Sept.-Oct. 2001 K., Mar.-Apr. 2001
Adhesives —Crack-width prediction for high-strength concrete fully and partially
—Factors influencing bond strength of adhesive anchors (98-S8) Cook, R. prestressed beam specimens containing steel fibers (98-S81)
A., and Konz, R. C., Jan.-Feb. 2001 Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001
—Prediction of anchorage failure for reinforced concrete beams —Design of reinforced concrete beams with circular openings (98-S39)
strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy, Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001
M. T., and Tedesco, J. W., May-June 2001....... .. 301 —Ductility of high-performance concrete beams with high-strength lateral
Ali, M. A.—Automatic generation of truss model for optimal design of reinforcement (98-S58) Lin, C.-H., and Lee, F.-S., July-Aug. 2001 . . 600
reinforced concrete structures (98-S41) July-Aug. 2001 ............. 431 —Effect of concrete strength and minimum stirrups on shear strength of large
Analysis of reinforced concrete shells for transverse shear and torsion members (98-S28) Angelakos, D.; Bentz, E. C.; and Collins, M. P., May-
(98-S19) Yamamoto, T., and Vecchio, F. J., Mar.-Apr. 2001 June 2001 ;
Analytical and field investigation of lateral load distribution in concrete —Effect of fiber reinforcement on bond strength of tension lap splices in
slab-on-girder bridges (98-S57) Shahawy, M., and Huang, D., July-Aug. high-strength concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa, G.,
Sept.-Oct. 2001 .
Anchor —Finite element analysis of reinforced concrete deep beams under fatigue
—Dynamic behavior of single and double near-edge anchors loaded in loading (98-S30) Teng, S., and Wang, F., May-June 2001
shear (98-S64) Gross, J. H.; Klingner, R. E.; and Graves, II, H. L., Sept.- —Flexural strengthening of reinforced concrete beams using fasteners and
Oct. 2001 fiber-reinforced polymer strips (98-S35) Lamanna, A. J.; Bank, L. C.; and
—Dynamic behavior of tensile anchors to concrete© (98- $49) Rodriguez, M.; Scott, D. W., May-June 2001 goal neo ck Angie deat
Lotze, D.; Gross, J. H.; Zhang, Y.-G.; Klingner, R. E.; and Graves, III, H. —Floor load distribution in reinforced concrete buildings during
L., July-Aug. 2001 construction (98-S14) Fang, D.-P.; Geng, C.-D.; Zhu, H.-Y.; and Liu, X.-
—Factors influencing bond strength of adhesive anchors (98-S8) Cook, R. L., Mar.-Apr. 2001
A., and Konz, R. C., Jan.-Feb. 2001 —Prediction of anchorage failure for reinforced concrete beams
—Seismic response of multiple-anchor connections to concrete (98-S77) strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy,
Zhang, Y.-G.; Klingner, R. E.; and Graves, Ill, H. L., Nov.-Dec. 2001 .. .811 M. T., and Tedesco, J. W., May-Jume 2001... ceccescccncces SOM
—Static behavior of anchors under combinations of tension and ‘shear ~—-Reinforced concrete interior wide-band beam-column connections
loading (98-S50) Lotze, D.; Klingner, R. E.; and Graves, III, H. L., July- subjected to lateral earthquake loading (98-S26) Stehle, J. S.; Goldsworthy,
Aug. 2001 H.; and Mendis, P., May-June 2001
Anchorage —Shear behavior of reinforced concrete t-beams with externally bonded
—Behavior of simple-span reinforced concrete beams locally strengthened fiber-reinforced polymer sheets (98-S37) Deniaud, C., and Cheng, J. J. R.,
with external tendons (98-S17) Tan, K.-H.; Farooq, M. A.-A.; and Ng, C.- LOGE fad cctiaa scenes badd sadedhhae wenod sea ehicee eee
K., Mar.-Apr. 2001 —Shear strength of reinforced high-strength concrete deep beams (98-S16)
—Prediction of anchorage failure for reinforced concrete beams Oh, J.-K., and Shin, S.-W., Mar.-Apr. 2001
strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy, —Short-term tensile strength of carbon fiber-reinforced polymer laminates
M. T., and Tedesco, J. W., May-June 2001......................301 for flexural strengthening of concrete girders (98-S45) Okeil, A. M.; El-
—Reinforced concrete interior wide-band beam-column connections Tawil, S.; and Shahawy, M., July-Aug. 2001
subjected to lateral earthquake loading (98-S26) Stehle, J. S.; Goldsworthy, —Softened damage model for finite element analysis of structural concrete
H.; and Mendis, P., May-June 2001 deep beams (98-S3) Wang, F.; Teng, S.; and Fan S. C., Jan.-Feb. 2001 . .27
Anchor bolt —Strengthening of negative moment region of reinforced concrete beams
—Dynamic behavior of single and double near-edge anchors loaded in using carbon fiber-reinforced polymer strips (98-S33) Grace, N. F., May-
shear (98-S64) Gross, J. H.; Klingner, R. E.; and Graves, III, H. L., Sept.- EY 0 ois eae sina One A nih aie(S Wola ae Weal vein whe eels ane
Oct. 2001 —Torsion of high-strength reinforced concrete beams and minimum
—Dynamic behavior of tensile anchors to concrete (98-S49) Rodriguez, M.; reinforcement requirement (98-S44) Koutchoukali, N.-E., and Belarbi, A
Lotze, D.; Gross, J. H.; Zhang, Y.-G.; Klingner, R. E.; and Graves, III, H. July-Aug. 2001
iE IEE 2 in itr ae beri ped pialw we ew Wie a Rie IA oe ec aR Sil Beam-column
—Static behavior of anchors under combinations of tension and shear —Seismic repair of hybrid RCS beam-column connections (98-S74)
loading (98-S50) Lotze, D.; Klingner, R. E.; and Graves, III, H. L., July- Parra-Montesinos, G. J., and Wight, J. K., Sept.-Oct. 2001
Gi org ai Sstea ice ga Xk ate atied plateraletatg hae oc Aaa ae Tk 525 —Slab participation in practical earthquake design of reinforced
Angelakos, D.—Effect of concrete strength and minimum stirrups on shear concrete frames (98-S46) Pantazopoulou, S. J., and French, C. W., July-
strength of large members (98-S28) May-June 2001 Aug. 2001
Angle —Stiffness modeling of reinforced concrete beam-columns for frame
—Rational shear modulus for smeared-crack analysis of reinforced concrete analysis (98-S22) Mehanny, S. S. F.; Kuramoto, H.; and Deierlein G. G.,
(98-S42) Zhu, R. R. H.; Hsu, T. T. C.; and Lee, J.-Y., July-Aug. 2001 . . .443 oe EE EOE Ce ee Tee ere Te Cer rer re 215
890 ACI Structural Journal/March-April 2002
Beam-column joints —Repair of earthquake-damaged bridge columns (98-S24) Lehman, D. E.;
—Seismic response of beam-column joints in double-deck reinforced Gookin, S. E.; Nacamuli, A. M.; and Moehle, J. P., Mar.-Apr. 2001 . . 233
concrete bridge frames (98-S25) Mazzoni, S., and Moehle, J. P., May- —Seismic performance of hollow circular bridge piers (98-S82) Yeh, Y.-
June 2001 re K.; Mo, Y. L.; and Yang, C. Y., Nov.-Dec. 2001
Behavior of axially loaded concrete-filled circular fiber-reinforced —Seismic response of beam-column joints in double-deck reinforced
polymer tubes (98-S27) Fam, A. Z., and Rizkalla, S. H., May-June concrete bridge frames (98-S25) Mazzoni, S., and Moehle, J. P., May-
eee 280 June 2001...... is aitae aa wee ere,
Behavior of fiber-reinforced prestressed and reinforced high-strength Buckling
concrete beams subjected to shear (98-S73) Padmarajaiah, S. K., and —Effect of hinge zone tie spacing on ductility of concrete tilt-up frarae panels
Ramaswamy, A., Sept.-Oct. 2001 2 (98-S78) Dew, M.; Sexsmith, R.; and Weiler, G., Nov.-Dec. 2001 .. .. .823
Behavior of large-scale reinforced concrete beams with minimum shear
reinforcement (97-S82)
Cc
—Frosch, R. J., V. 97, Nov.-Dec. 2000
—Disc. by Khuntia, M., Sept.-Oct. 2001
Behavior of reinforced concrete walls with welded wire mesh subjected to Cairns, J.—Influence of fusion-bonded epoxy-coated reinforcement on
cyclic loading (98-S31) Riva, P., and Franchi, A., May-June 2001 beam deformation and rotation capacity (98-S7) Jan.-Feb. 2001 ..... 69
Behavior of simple-span_ reinforced concrete beams y Chaallal, O.—Flexural strengthening with carbon fiber-reinforced polymer
strengthened with external tendons (98-S17) Tan, K.-H.; Farooq, M. A.- composites of preloaded full-scale girders (98-S71) Sept.-Oct. 2001 . . ..735
A.; and Ng, C.-K., Mar.-Apr. 2001 . ; 174 Chae, S. T.—Structural behavior of tendon coupling joints in prestressed
concrete bridge girders (98-S9) Jan.-Feb. 2001 ‘ vr
Beitelman, T. E.—Flexural strengthening with carbon fiber-reinforced
polymer composites of preloaded full-scale girders (98-S71) Sept.-Oct. Chen, X.—Design for slenderness in concrete columns internally reinforced
with fiber-reinforced polymer bars (98-S 12) Jan.-Feb. 2001
Cheng, J. J. R.—Shear behavior of reinforced concrete t-beams with
Belarbi, A
exte mally bonded fiber-reinforced polymer sheets (98-S37) May-June
—Modeling effect of biaxial stresses on average stress-strain relationship
386
of reinforcing bar in reinforced concrete panels (98-S60) Sept.-Oct.
Cole, J. R.—Bond strength between sealedd bridge decks and concrete
overlays (98-S83) Nov.-Dec. 2001.
—Torsion of high-strength reinforced concrete beams and minimum
Collins, M. P.
reinforcement requirement (98-S44) July-Aug. 2001
—Effect of concrete strength and minimum stirrups on shear strength of large
Bending behavior and deformability of glass fiber-reinforced polymer
members (98-S28) May-June 2001 ..... . .290
reinforced concrete members (98-S79) Vijay, P. V., and GangaRao, H.
—Evaluation of shear design procedures for reinforced concrete members
V.S., Nov.-Dec. 2001
under axial compression (98-S51) July-Aug. 2001.
Bending moment
Column
—Analytical and field investigation of lateral load distribution in concrete
—Confinement of high-strength concrete with welded wire reinforcement (98-
slab-on-girder bridges (98-S57) Shahawy, M., and Huang, D., July-Aug.
S65) Lambert-Aikhionbare, N., and Tabsh, S. W., Sept.-Oct. 2001 .... 677
295
—Design for slenderness in concrete columns internally reinforced with
Bentz, E. C.—Effect of concrete strength and minimum stirrups on shear
fiber-reinforced polymer bars (98-S12) Mirmiran, A.; Yuan, W.; and Chen,
strength of large members (98-S28) May-June 2001 .... .» 290
X., Jan.-Feb. 2001 ......... . 116
Bing, L.—Swess-strain behavior of high-strength concrete confined by
—Influence of confining hoop flexural stiffness ¢o nn behavior of high-strength
ultra-high- and normal-strength transverse reinforcements (98-S38) May-
lightweight concrete columns (98-S63) Khaloo, A. R., and Bozorgzadeh, A.,
June 2001 . 395
Sept.-Oct. 2001
Bolt bearing strength of thin-walled ferrocement (98- 554) Mansur, M. A.;
—Investigation of concentrically loaded reinforced concrete columns confined
Tan, K. L.; Naaman, A. E.; and Paramasivam, P., July-Aug. 2001 ..... 563
with glass fiber-reinforced polymer jackets (98-S36) Wang, Y. C., and
Bond Restrepo,J . I., May-June 2001 PeeT eeer Tri s
—Bond behavior between fiber-reinforced polymer laminates and concrete —On behavior of high-strength concrete ‘columns: cover spalling, steel
(98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., May- fibers, and ductility (98-S56) Foster, S. J., July-Aug. 2001 ......... 583
June 2001 —Seismic design and experimenial verification of concrete multiple
—Effect of fiber reinforcement on bond strength of tt ension lap splices in column bridge bents (98-S32) Sritharan, S.; Priestley, M. J. N.; and Seible,
high-strength concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa, G.., F., May-June 2001
Sept.-Oct. 2001 —Shear strengthening of reinforced concrete columns using ferrocement
—Fracture mechanics model applied to shear failure of reinforced concrete jacket (98-S67) Takiguchi, K., and Abdullah, Sept.-Oct. 2001
beams without stirrups (98-S18) Gastebled, O. J., and May, I. M., Mar.- —Static long-term effects in short concrete-filled steel box columns under
sustained loading (98-S10) Uy, B., Jan.-Feb. 2001
—Influence of fusion-bonded epoxy-coated reinforcement on beam —Stress-strain behavior of high-strength concrete confined by ultra-high-
deformation and rotation capacity (98-S7) Cairns, J., Jan.-Feb. 2001 . . 69 and normal-strength transverse reinforcements (98-S38) Bing, L.; Park, R.;
—Radial elastic stiffness associated with bond between steel bars and and Tanaka, H., May-June 2001 ....
concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001 Columns (supports)
Bond behavior —Repair of earthquake-damaged bridge columns (98-S24) Lehman, D. E.;
—Experimental study of reinforced concrete interior wide beam-column Gookin, S. E.; Nacamuli, A. M.; and Moehle, J. P., Mar.-Apr. 2001 . . 233
connections subjected to lateral loading (98-S55) Quintero-Febres, C. G.., Compression
and Wight, J. K., July-Aug. 2001 ne —Evaluation of shear design procedures for reinforced concrete members
Bond behavior between fiber-reinforced polymer laminates and under axial compression (98-S51) Gupta, P. R., and Collins, M. P., July-
concrete (98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, Aug. 2001
H., May-June 2001 Compressive strength
Bond strength —Effect of specimen sizes on flexural compressive strength of concrete (98-
—Bond strength between sealed bridge decks and concrete overlays (98-S83) $40) Kim, J.-K.; Yi, S.-T.; and Kim, J.-H. J., May-June 2001
Gillum, A. J.; Shahrooz, B. M.; and Cole, J. R., Nov.-Dec. 2001 2 Concrete
Bond strength between sealed bridge decks and concrete overlays (98-S83) —Behavior of axially loaded concrete-filled circular fiber-reinforced polymer
Gillum, A. J.; Shahrooz, B. M.; and Cole, J. R., Nov.-Dec. 2001 tubes (98-S27) Fam, A. Z., and Rizkalla, S. H., May-June 2001
Bozorgzadeh, A.—Influence of confining hoop flexural stiffness on behavior —Behavior of fiber-reinforced prestressed and reinforced high-strength
of high-strength lightweight concrete columns (98-S63) Sept.-Oct. 2001 . 657 concrete beams subjected to shear (98-S73) Padmarajaiah, S. K., and
Bracci, J. M.—Seismic evaluation of column-to-beam strength ratios in Ramaswamy, A., Sept.-Oct. 2001
reinforced concrete frames (98-S80) Nov.-Dec. 2001 —Confinement model for axially loaded concrete confined by circular
Bridge deck fiber-reinforced polymer tubes (98-S43) Fam, A. Z., and Rizkalla, S. H..,
—Bond strength between sealed bridge decks and concrete overlays (98-S83) July-Aug. 2001
Gillum, A. J.; Shahrooz, B. M.; and Cole, J. R., Nov.-Dec. 2001 —Experimental study of perforated infill panels for retrofitting flat plates (98-
Bridges $70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001 2
—Analytical and field investigation of lateral load distribution in concrete slab- —Flexural strengthening with carbon fiber-reinforced polymer composites
on-girder bridges (98-S57) Shahawy, M., and Huang, D., July-Aug. 2001 590 of preloaded full-scale girders (98-S71) Shahawy, M.; Chaallal, O.;
ACI Structural Journal/March-April 2002 891
Beitelman, T. E.; and El-Saad, A., Sept.-Oct. 2001 ............... 735 members—experimentation (98-S48) Li, C. Q., July-Aug. 2001
—Glass fiber-reinforced polymer dowels for concrete pavements (98-S20) Corthésy, R.—Stress measurements in concrete structures with modified
Eddie, D.; Shalaby, A.; and Rizkalla, $., Mar.-Apr. 2001 doorstopper technique (98-S59) Sept.-Oct. 2001
—On-site measurement of load distribution in reinforced concrete buildings Coupler
during construction (98-S15) Fang, D.-P.; Zhu, H.-Y.; Geng, C.-D.; and —Structural behavior of tendon coupling joints in prestressed concrete
Liu, X.-L., Mar.-Apr. 2001 bridge girders (98-S9) Oh, B. H., and Chae, S. T., Jan.-Feb. 2001
—Proposed design of high-strength spiral reinforcement in compression Cox, J. V. —Radial elastic stiffness associated with bond between steel bars
members (98-S76) Pessiki, S.; Graybeal, B.; and Mudlock, M., Nov.-Dec. and concrete (98-S2) Jan.-Feb. 2001
Crack
—Seal-slab prestressed pile interface bond from full-scale testing (98-S72) —Crack-width prediction for high-strength concrete fully and partially
Mullins, G.; Sosa, R.; Sen, R.; and Issa, M., Sept.-Oct. 2001 prestressed beam specimens containing steel fibers (98-S81)
—Seismic design and experimental verification of concrete multiple Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001
column bridge bents (98-S32) Sritharan, S.; Priestley, M. J. N.; and Seible, Cracking
PES wiki ain sched ds Coe lsddeoes son wealeea nim 335 —Design of reinforced concrete beams with circular openings (98-S39)
—Seismic performance of reinforced concrete bridges with Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001
unconventional configurations (98-S69) Saiidi, M. S.; Moore, R. T.; and —Radial elastic stiffness associated with bond between steel bars and
Itani, A., Sept.-Oct. 2001 concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001
—Shear strength of reinforced concrete beams without transverse —Rational shear modulus for smeared-crack analysis of reinforced concrete
reinforcement (98-S62) Khuntia, M., and Stojadinovic, B., Sept.-Oct. (98-S42) Zhu, R. R. H.; Hsu, T. T. C.; and Lee, J.-Y., July-Aug. 2001. . . .443
Crack-width prediction for high-strength concrete fully and partially
—Shear strengthening of reinforced concrete beams with near-surface prestressed beam specimens containing steel fibers (98-S81)
mounted fiber-reinforced polymer rods (98-S6) De Lorenzis, L., and Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001
Creep
—Static long-term effects in short concrete-filled steel box columns under
post-tensioned precast concrete walls (98-S68) Kurama, Y.C., Sept.-Oct. sustained loading (98-S10) Uy, B., Jan.-Feb. 2001
Cyclic behavior of reinforced concrete structural walls with diagonal
—Stress measurements in concrete structures with modified doorstopper web reinforcement (98-S53) Sittipunt, C.; Wood, S.; Lukkunaprasit, P.;
technique (98-S59) Leite, M. H., and Corthésy, R., Sept.-Oct. 2001 . .619 and Pattararattanakul, P., July-Aug. 2001.......................554
—Torsion of high-strength reinforced concrete beams and minimum Cyclic loading
reinforcement requirement (98-S44) Koutchoukali, N.-E., and Belarbi, A., —Behavior of reinforced concrete walls with welded wire mesh subjected to
July-Aug. 2001 cyclic loading (98-S31) Riva, P., and Franchi, A., May-June 2001
Concrete, reinforced Cyclic loading of high-strength lightweight concrete slabs (98-S21)
—Effect of hinge zone tie spacing on ductility of concrete tilt-up frame panels Marzouk, H.; Osman, M.; and Hussein, A., Mar.-Apr. 2001 ........ 207
(98-S78) Dew, M.; Sexsmith, R.; and Weiler, G., Nov.-Dec. 2001... .. 823
—Experimental study of perforated infill panels for retrofitting flat plates (98- D
$70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001 ............. 727
Concrete reinforcement
Damage
—Behavior of reinforced concrete walls with welded wire mesh subjected to
—Repair of earthquake-damaged bridge columns (98-S24) Lehman, D. E.;
cyclic loading (98-S31) Riva, P., and Franchi, A., May-June 2001
Gookin, S. E.; Nacamuli, A. M.; and Moehle, J. P., Mar.-Apr. 2001 . . 233
Confined concrete
Debonding
—Behavior of axially loaded concrete-filled circular fiber-reinforced polymer
—Reinforced concrete interior wide-band beam-column connections
tubes (98-S27) Fam, A. Z., and Rizkalla, S. H., May-June 2001....... 280
subjected to lateral earthquake loading (98-S26) Stehle, J. S.; Goldsworthy,
—Confinement of high-strength concrete with welded wire reinforcement (98- i, i i, 2, SENOS AOE a5 sesso sceresesescenwansei s 270
S65) Lambert-Aikhionbare, N., and Tabsh, S. W., Sept.-Oct. 2001
Deflection
—lInfluence of concrete strength and transverse reinforcement yield strength on
—Design of reinforced concrete beams with circular openings (98-S39)
behavior of high-strength concrete columns (98-S47) Paultre, P.; Légeron, F.; Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001
and Mongeau, D., July-Aug. 2001 Deformation
Confinement —Bending behavior and deformability of glass fiber-reinforced polymer
—Confinement effects on high-strength concrete (98-S52) Mei, H.; Kiousis, reinforced concrete members (98-S79) Nov.-Dec. 2001
P. D.; Ehsani, M. R.; and Saadatmanesh, H., July-Aug. 2001........ 548 —Deformations of reinforced concrete members at yielding and ultimate
—Confinement model for axially loaded concrete confined by circular (98-S13) Panagiotakos, T. B., and Fardis, M. N., Mar.-Apr. 2001... . 135
fiber-reinforced polymer tubes (98-S43) Fam, A. Z., and Rizkalla, S. H., Deformations of reinforced concrete members at yielding and ultimate
a el S ina datie aiol eteuic nici esciank leaine eoaana troera 451 (98-S13) Panagiotakos, T. B., and Fardis, M. N., Mar.-Apr. 2001... . 135
Confinement effects on high-strength concrete (98-S52) Mei, H.; Kiousis, Deierlein, G. G.—Stiffness modeling of reinforced concrete beam-columns
P. D.; Ehsani, M. R.; and Saadatmanesh, H., July-Aug. 2001 548 for frame analysis (98-S22) Mar.-Apr. 2001.....................215
Confinement model for axially loaded concrete confined by circular Delamination
fiber-reinforced polymer tubes (98-S43) Fam, A. Z., and Rizkalla, S. H., —Prediction of anchorage failure for reinforced concrete beams
oS AOA a eee erencec ri 451 strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy,
Confinement of high-strength concrete with welded wire reinforcement M. T., and Tedesco, J. W., May-June 2001
(98-S65) Lambert-Aikhionbare, N., and Tabsh, S. W., Sept.-Oct. 2001. . .677 De Lorenzis, L.—Shear strengthening of reinforced concrete beams with near-
Confinement reinforcement surface mounted fiber-reinforced polymer rods (98-S6) Jan.-Feb. 2001 . . . 60
—Stress-strain behavior of high-strength concrete confined by ultra-high- Deniaud, C.—Shear behavior of reinforced concrete t-beams with
and normal-strength transverse reinforcements (98-S38) Bing, L.; Park, R.; externally bonded fiber-reinforced polymer sheets (98-S37) May-June
OE Ree A, ANP POG DOG. oi cic cisevcwcacaceccnessO e
Connections Design
—Seismic response of multiple-anchor connections to concrete (98-S77) —Design of reinforced concrete beams with circular openings (98-S39)
Zhang, Y.-G.; Klingner, R. E.; and Graves, III, H. L., Nov.-Dec. 2001 .. .811 Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001
Construction Design for slenderness in concrete columns internally reinforced with
—Floor load distribution in reinforced concrete buildings during fiber-reinforced polymer bars (98-S!2) Mirmiran, A.; Yuan, W.; and
construction (98-S14) Fang, D.-P.; Geng, C.-D.; Zhu, H.-Y.; and Liu, X.- Chen, X., Jan.-Feb. 2001
L., Mar.-Apr. 2001 Design of reinforced concrete beams with circular openings (98-S39)
Construction joint Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001
—Structural behavior of tendon coupling joints in prestressed concrete Dew, M.—Effect of hinge zone tie spacing on ductility of concrete tilt-up
bridge girders (98-S9) Oh, B. H., and Chae, S. T., Jan.-Feb. 2001 frame panels (98-S78) Nov.-Dec. 2001... .....2.... e.ee e.ee w.ee n 823
Cook, R. A.—Factors influencing bond strength of adhesive anchors (98- Diagonal shear crack
$8) Jan.-Feb. 2001 —Fracture mechanics model applied to shear failure of reinforced concrete
Corrosion beams without stirrups (98-S18) Gastebled, O. J., and May, I. M., Mar.-
—Initiation of chloride-induced reinforcement corrosion in concrete structural Apr. 2001
892 ACI Structural Journal/March-April 2002
Diagonal tension —Dynamic behavior of tensile anchors to concrete (98-S49) Rodriguez, M.;
—Shear strength of reinforced concrete beams without transverse Lotze, D.; Gross, J. H.; Zhang, Y.-G.; Klingner, R. E.; and Graves, III, H.
reinforcement (98-S62) Khuntia, M., and Stojadinovic, B., Sept.-Oct. L., July-Aug. 2001
—Experimental study of perforated infill panels for retrofitting flat plates (98-
Dooley, K. L.—Seismic evaluation of column-to-beam strength ratios in $70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001 ae
reinforced concrete frames (98-S80) Nov.-Dec. 2001 —Static behavior of anchors under combinations of tension and shear
Dowel loading (98-S50) Lotze, D.; Klingner, R. E.; and Graves, III, H. L., July-
—Glass fiber-reinforced polymer dowels for concrete pavements (98-S20) Aug. 2001 — reseenkeGhewedee ‘ coma
Eddie, D.; Shalaby, A.; and Rizkalla, S., Mar.-Apr. 2001 .......... 201
Dowel action
—Fracture mechanics model applied to shear failure of reinforced concrete
beams without stirrups (98-S18) Gastebled, O. J., and May, I. M., Mar.-
Earthquake-resistant structures
Drift ratio —Experimental study of reinforced concrete interior wide beam-column
—Special hybrid moment frames composed of discretely jointed precast connections subjected to lateral loading (98-S55) Quintero-Febres, C. G.,
and post-tensioned concrete members (ACI T1.2-XX) and commentary and Wight, J. K., July-Aug. 2001.......... ch wc
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task Eddie, D.—Glass fiber-reinforced potymenr dowels for concrete pavements
Group 1, Sept.-Oct. 2001 oo bd ch evi ca mawlnnase eahaee an ne 201
Ductility Effect of concrete strength and minimum stirrups on shear strength of
—Behavior of reinforced concrete walls with welded wire mesh subjected to large members (98-S28) Angelakos, D.; Bentz, E. C.; and Collins, M. P.,
cyclic loading (98-S31) Riva, P., and Franchi, A., May-June 2001... . .324 May-June 2001
—Bending behavior and deformability of glass fiber-reinforced polymer Effect of fiber reinforcement on bond strength of tension lap splices in
reinforced concrete members (98-S79) Nov.-Dec. 2001 : high-strength concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa,
—Confinement effects on high-strength concrete (98-S52) Mei, H.; Kiousis, G., Sept.-Oct. 2001 638
P. D.; Ehsani, M. R.; and Saadatmanesh, H., July-Aug. 2001........ 548 Effect of hinge zone tie spacing on ductility of concrete tilt-“ up frame
—Confinement of high-strength concrete with welded wire reinforcement (98- panels (98-S78) Dew, M.; Sexsmith, R.; and Weiler, G., Nov.-Dec.
S65) Lambert-Aikhionbare, N., and Tabsh, S. W., Sept.-Oct. 2001 2001 ...
—Cyclic loading of high-strength lightweight concrete slabs (98-S21) Effect of specimen sizes on flexural compressive strength of concrete (98-
Marzouk, H.; Osman, M.; and Hussein, A., Mar.-Apr. 2001 ........ 207 $40) Kim, J.-K.; Yi, S.-T.; and Kim, J.-H. J., May-June 2001
—Deformations of reinforced concrete members at yielding and ultimate Ehsani, M. R.—Confinement effects ons hinee strength concrete (98-S52)
(98-S13) Panagiotakos, T. B., and Fardis, M. N., Mar.-Apr. 2001... . 135 July-Aug. 2001 250
—Ductility of high-performance concrete beams with high-strength lateral Elastic modulus
reinforcement (98-S58) Lin, C.-H., and Lee, F.-S., July-Aug. 2001 . . 600 —Radial elastic stiffness associated with bond between steel bars and
—Effect of concrete strength and minimum stirrups on shear strength of large concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001 . .
members (98-S28) Angelakos, D.; Bentz, E. C.; and Collins, M. P., May- El-Mihilmy, M. T.—Prediction of anchorage failure for reinforced concrete
EE Ss du ove cee W ee ch RAW OCs hme kin mua or Minne ice a mae 290 beams strengthened with fiber-reinforced polymer plates (98-S29) May-
—Effect of hinge zone tie spacing on ductility of concrete tilt-up frame panels June 2001 POT CTT TT TTT Ter
(98-S78) Dew, M.; Sexsmith, R.; and Weiler, G., Nov.-Dec. 2001... .. 823 El-Saad, A.—Flexural strengthening with carbon fiber-reinforced polymer
—Influence of concrete strength and transverse reinforcement yield strength on composites of preloaded full-scale girders (98-S71) Sept.-Oct. 2001 . . . . 735
behavior of high-strength concrete columns (98-S47) Paultre, P.; Légeron, F.; El-Tawil, S.—Short-term tensile strength of carbon fiber-reinforced
and Mongeau, D., July-Aug. 2001 polymer laminates for flexural strengthening of concrete girders (98-S45)
—lInfluence of confining hoop flexural stiffness on behavior of high-strength July-Aug. 2001
aes concrete columns (98-S63) Khaloo, A. R., and Bozorgzadeh, A.., Embedded length
—Dynamic behavior of tensile anchors to concrete (98-S49) Rodriguez, M.;
—inv estigation of concentrically loaded reinforced concrete columns confined Lotze, D.; Gross, J. H.; Zhang, Y.-G.; Klingner, R. E.; and Graves, III, H.
with glass fiber-reinforced polymer jackets (98-S36) Wang, Y. C., and L., July-Aug. 2001
Pe Bg NOE ab iw csncarersvasditsdedawaceenadt s 377 Embedment length
—Localization and size-dependent response of reinforced concrete beams —Dynamic behavior of single and double near-edge anchors loaded in
(98-S66) Weiss, W. J.; Giller, K.; and Shah, S. P., Sept.-Oct. 2001. . . 686 shear (98-S64) Gross, J. H.; Klingner, R. E.; and Graves, III, H. L., Sept.-
—On behavior of high-strength concrete columns: cover spalling, steel Oct. 2001
fibers, and ductility (98-S56) Foster, S. J., July-Aug. 2001 ........ . 583 —Static behavior of anchors under combinations of tension and shear loading
—Performance-based design of confinement reinforcement in reinforced (98-S50) Lotze, D.; Klingner, R. E.; and Graves, Ill, H. L., July-Aug. 2001525
concrete bridge pier walls for cut-of-plane seismic loads (98-S1) Abo-Shadi, Energy dissipation
N. A.; Saiidi, M. S.; and Sanders, D. H., Jan.-Feb. 2001...............3 —Special hybrid moment frames composed of discretely jointed precast
—Seismic performance of hollow circular bridge piers (98-S82) Yeh, Y.- and post-tensioned concrete members (ACI T1.2-XX) and commentary
K.; Mo, Y. L.; and Yang, C. Y., Nov.-Dec. 2001 (ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task
—Seismic performance of reinforced concrete bridges with Group 1, Sept.-Oct. 2001
unconventional configurations (98-S69) Saiidi, M. S.; Moore, R. T.; and Epoxy
Itani, A., Sept.-Oct. 2001 —Influence of fusion-bonded epoxy-coated reinforcement on beam
—Shear strengthening of reinforced concrete columns using ferrocement deformation and rotation capacity (98-S7) Cairns, J., Jan.-Feb. 2001 . . 69
jacket (98-S67) Takiguchi, K., and Abdullah, Sept.-Oct. 2001 Evaluation of shear design procedures for reinforced concrete
—Strengthening of negative moment region of reinforced concrete beams members under axial compression (98-S51) Gupta, P. R., and Collins,
using carbon fiber-reinforced polymer strips (98-S33) Grace, N. F., May- Se aii ss cen ee nce kns tw the okened see ee ee 537
EE Rix esas S UNsds eke a aera doe es be eee earn ae 347 Excessive strand end slip in prestressed piles (97-S79)
Ductility of high-performance concrete beams with high-strength lateral —Trezos, C. G., et al., V. 97, Sept.-Oct. 2000
reinforcement (98-S58) Lin, C.-H., and Lee, F.-S., July-Aug. 2001 —Disc. by Kaar, P. H., July-Aug. 2001
Durrani, A. J.—Experimental study of perforated infill panels for Experimental behavior of full-depth precast concrete panels for bridge
retrofitting flat plates (98-S70) Sept.-Oct. 2001... 0... 2.2.c.ece. e e e7 27 rehabilitation (97-S43)
Dynamic behavior of single and double near-edge anchors loaded in —Issa, M. A.; Yousif, A. A.; and Issa, M. A., V. 97, May-June 2000. . . .3
shear (98-S64) Gross, J. H.; Klingner, R. E.; and Graves, III, H. L., Sept.- —Disc. by Bakht, B., and Mufti, A. A., Mar.-Apr. 2001
Experimental study of perforated infill panels for retrofitting flat plates
Dynamic behavior of tensile anchors to concrete (98-S49) Rodriguez, (98-S70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001
M.; Lotze, D.; Gross, J. H.; Zhang, Y.-G.; Klingner, R. E.; and Graves, III, Experimental study of reinforced concrete interior wide beam-column
ok clr ora dc see eed ot ervehs scien cewni ke oan connections subjected to lateral loading (98-S55) Quintero-Febres, C. G.,
Dynamic loading and Wight, J. K., July-Aug. 2001
—Dynamic behavior of single and double near-edge anchors loaded in Experimental tests
shear (98-S64) Gross, J. H.; Klingner, R. E.; and Graves, III, H. L., Sept.- —Behavior of reinforced concrete walls with welded wire mesh subjected to
cyclic loading (98-S31) Riva, P., and Franchi, A., May-June 2001... .. 324
ACI Structural Journal/March-April 2002 893
F Flat plate
—Experimental study of perforated infill panels for retrofitting flat plates (98-
$70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001.............. 727
Factors influencing bond strength of adhesive anchors (98-S8) Cook, R. —Floor load distribution in reinforced concrete buildings during
A., and Konz, R. C., Jan.-Feb. 2001 construction (98-Si4) Fang, D.-P.; Geng, C.-D.; Zhu, H.-Y.; and Liu,
Fam, A. Z. X.-L., Mar.-Apr. 2001
—Behavior of axially loaded concrete-filled circular fiber-reinforced polymer Flexural-shear failure
tubes (98-S27) Fam, A. Z., and Rizkalla, S. H., May-June 2001 .280 —Fracture mechanics model applied to shear failure of reinforced concrete
—Confinement model for axially loaded concrete confined by circular beams without stirrups (98-S18) Gastebled, O. J., and May, I. M., Mar.-
fiber-reinforced polymer tubes (98-S43) July-Aug. 2001
Fan, S. C.—Softened damage model for finite element analysis of structural Flexural strength
concrete deep beams (98-S3) Jan.-Feb. 2001 —Bending behavior and deformability of glass fiber-reinforced polymer
Fang, D.-P. reinforced concrete members (98-S79) Vijay, P. V., and GangaRao, V. S..,
—Floor load distribution in reinforced concrete buildings during Nov.-Dec. 2001
construction (98-S14) Mar.-Apr. 2001 —Crack-width prediction for high-strength concrete fully and partially
—On-site measurement of load distribution in reinforced concrete buildings prestressed beam specimens containing steel fibers (98-S81)
during construction (98-S15) Mar.-Apr. 2001 Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001 ....... 852
Fardis, M. N.—Deformations of reinforced concrete members at yielding —Effect of specimen sizes on flexural compressive strength of concrete (98-
and ultimate (98-S13) Mar.-Apr. 2001 $40) Kim, J.-K.; Yi, S.-T.; and Kim, J.-H. J., May-June 2001
Farooq, M. A.-A.—Behavior of simple-span reinforced concrete beams —Shear strengthening of reinforced concrete columns using ferrocement
locally strengthened with external tendons (98-S17) Mar.-Apr. 2001 . 174 jacket (98-S67) Takiguchi, K., and Abdullah, Sept.-Oct. 2001
Fastener Flexural strengthening of reinforced concrete beams using fasteners
—Factors influencing bond strength of adhesive anchors (98-S8) Cook, R. and fiber-reinforced polymer strips (98-S35) Lamanna, A. J.; Bank, L.
A., and Konz, R. C., Jan.-Feb. 2001 5 A, Wey IN I is 6 aid os ics ccveeuessscecet cse e
—Seismic response of multiple-anchor connections to concrete (98-S77)
Flexural strengthening with carbon fiber-reinforced polymer
Zhang, Y.-G.; Klingner, R. E.; and Graves, II], H. L., Nov.-Dec. 2001 .. .811
composites of preloaded full-scale girders (98-S71) Shahawy, M..;
Fatigue
Chaallal, O.; Beitelman, T. E.; and El-Saad, A., Sept.-Oct. 2001
—Finite element analysis of reinforced concrete deep beams under fatigue
Flexure
loading (98-S30) Teng, S., and Wang, F., May-June 2001
—Seismic performance of hollow circular bridge piers (98-S82) Yeh, Y.-
Ferrocement
K.; Mo, Y. L.; and Yang, C. Y., Nov.-Dec. 2001
—Bolt bearing strength of thin-walled ferrocement (98-S54) Mansur, M. A.;
—Stiffness modeling of reinforced concrete beam-columns for frame
Tan, K. L.; Naaman, A. E.; and Paramasivam, P., July-Aug. 2001... . 563
analysis (98-S22) Mehanny, S. S. F.; Kuramoto, H.; and Deierlein G. G.,
—Shear strengthening of reinforced concrete columns using ferrocement
ON III oec csuid Aina eine Warn nina ula Sled bia Wi hia ee ae 215
jacket (98-S67) Takiguchi, K., and Abdullah, Sept.-Oct. 2001 ..... . 696
Floor load distribution in reinforced concrete buildings during
Fiber
construction (98-S14) Fang, D.-P.; Geng, C.-D.; Zhu, H.-Y.; and Liu, X.-
—Behavior of fiber-reinforced prestressed and reinforced high-strength
L., Mar.-Apr. 2001 scare
concrete beams subjected to shear (98-S73) Padmarajaiah, S. K., and
Foster, S. J.—On behavior of high-strength concrete columns: cover
Ramaswamy, A., Sept.-Oct. 2001 .... . 752
spalling, steel fibers, and ductility (98-S56) July-Aug. 2001
—Glass fiber-reinforced polymer dowels for concrete pavements (98-S20)
Foundation
Eddie, D.; Shalaby, A.; and Rizkalla, S., Mar.-Apr. 2001 .......... 201
—Seal-slab prestressed pile interface bond from full-scale testing (98-S72)
—Strengthening of negative moment region of reinforced concrete beams
Mullins, G.; Sosa, R.; Sen, R.; and Issa, M., Sept.-Oct. 2001 ‘
using carbon fiber-reinforced polymer strips (98-S33) Grace, N. F., May-
—Seismic performance evaluation of cast-in-steel-shell (CISS) piles (98-
June 2001 ree
$4) Silva, P. F., and Seible, F., Jan.-Feb. 2001 ...................36
Fiber-reinforced concrete
Fracture
—Behavior of fiber-reinforced prestressed and reinforced high-strength
—Localization and size-dependent response of reinforced concrete beams
concrete beams subjected to shear (98-S73) Padmarajaiah, S. K., and
Ramaswamy, A., Sept.-Oct. 2001 (98-S66) Weiss, W. J.; Giller, K.; and Shah, S. P., Sept.-Oct. 2001. . . 686
—Crack-width prediction for high-strength concrete fully and partially —Radial elastic stiffness associated with bond between steel bars and
prestressed beam specimens containing steel fibers (98-S81) concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001
Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001 . . 852 Fracture mechanics
—Design for slenderness in concrete columns internally reinforced with —Fracture mechanics model applied to shear failure of reinforced concrete
fiber-reinforced polymer bars (98-S12) Mirmiran, A.; Yuan, W.; and Chen, beams without stirrups (98-S18) Gastebled, O. J., and May, I. M., Mar.-
X., Jan.-Feb. 2001 .
—Effect of fiber reinforcement o¢ n ‘bond strength of tension lap splices in Fracture mechanics model applied to shear failure of reinforced concrete
high-strength concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa, G., beams without stirrups (98-S18) Gastebled, O. J., and May, 1. M., Mar.-
eG eta Ride vaik Vast Salina gyk no y <-s0cchsa'seeneinna es e6 38 Apr. 2001 .
Fiber-reinforced polymer Frame
—Confinement model for axially loaded concrete confined by circular —Slab participation in practical earthquake design of reinforced concrete
fiber-reinforced polymer tubes (98-S43) Fam, A. Z., and Rizkalla, S. H., frames (98-S46) Pantazopoulou, S. J., and French, C. W., July-Aug. 2001479
July-Aug. 2001 .... Frame analysis
Fiber reinforcement —Stiffness modeling of reinforced concrete beam-columns for frame analysis
—Behavior of simple-span reinforced concrete beams locally strengthened (98-S22) Mehanny, S. S. F.; Kuramoto, H.; and Deierlein G. G., Mar.-
with external tendons (98-S17) Tan, K.-H.; Farooq, M. A.-A.; and Ng, C.- Apr. 2001
K., Mar.-Apr. 2001 . Franchi, A.—Behavior of reinforced concrete walls with welded wire mesh
—Bond behavior between fiber-reinforced polymer laminates and concrete subjected to cyclic loading (98-S31) May-June 2001
(98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., May- French, C. W.—Slab participation in practical earthquake design of
June 2001 reinforced concrete frames (98-S46) July-Aug. 2001
—Prediction of anchorage failure for reinforced concrete beams strengthened Furuta, T.—Bond behavior between fiber-reinforced polymer laminates
with fiber-reinforced polymer plates (98-S29) El-Mihilmy, M. T., and Tedesco, and concrete (98-S34) May-June 2001... .
SEs xnaniy Rina ceee eis cessn dane vans ene dnaseniewea le 301
Finite element analysis of reinforced concrete deep beams under fatigue
G
loading (98-S30) Teng, S., and Wang, F., May-June 2001 ;
Finite element modeling of reinforced concrete beam-column connections
(97-S90) GangaRao, H. V. S.—Bending behavior and deformability of glass
—Baglin, P. S., and Scott, R. H., V. 97 Nov.-Dec. 2 fiber-reinforced polymer reinforced concrete members (98-S79) Nov.-
—Disc. by Sritharan, S. S., Sept.-Oct. 2001 ee eee ee 834
Fixed angle Gastebled, O. J.—Fracture mechanics model applied to shear failure of
—Rational shear modulus for smeared-crack analysis of reinforced concrete reinforced concrete beams without stirrups (98-S18) Mar.-Apr. 2001 . . 184
(98-S42) Zhu, R. R. H.; Hsu, T. T. C.; and Lee, J.-Y., July-Aug. 2001 . . .443 Generating optimal strut-and-tie models in prestressed concrete beams
894 ACI Structural Journal/March-April 2002
by performance-based optimization (98-S23) Liang, Q. Q.; Xie, Y. M.; behavior of high-strength concrete columns (98-S47) Paultre, P.; Légeron, F.;
and Steven, G. P., Mar.-Apr. 2001 . 226 and Mongeau, D., July-Aug. 2001 -
Geng, C.-D. —Influence of confining hoop flexural stiffness on 1 behavieio r of high-strength
—Floor load distribution in reinforced concrete buildings during lightweight concrete columns (98-S63) Khaloo, A. R., and eslaeianeneesi A.,
construction (98-S14) Mar.-Apr. 2001 Sept-Oct. 2001 as
—On-site measurement of load distribution in reinforced concrete buildings —On behavior of high-strength concrete columns: cover spalling, steel
during construction (98-S15) Mar.-Apr. 2001 . fibers, and ductility (98-S56) Foster, S. J., July-Aug. 2001
Gillum, A. J.—Bond strength between sealed bridge decks and concrete —Proposed design of high-strength spiral reinforcement in compression
overlays (98-S83) Nov.-Dec. 2001 members (98-S76) Pessiki, S.; Graybeal, B.; and Mudlock, M., Nov.-Dec
Girder 2001. , . 799
—Flexural strengthening with carbon fiber-reinforced polymer composites —Shear strength of reinforced high- strength c¢ oncrete deep beams (98- $16)
of preloaded full-scale girders (98-S71) Shahawy, M.; Chaallal, O Oh, J.-K., and Shin, S.-W., Mar.-Apr. 2001 .
Beitelman, T. E.; and El-Saad, A., Sept.-Oct. 2001 hy —Stress-strain behavior of high-strength concrete confined by ultra-high-
Glass-fiber reinforced cement and normal-strength transverse reinforcements (98-S38) Bing, L.; Park, R.;
—Shear behavior of reinforced concrete t-beams with externally bonded and Tanaka, H., May-June 2001 .... er we iconeae
fiber-reinforced polymer sheets (98-S37) Deniaud, C., and Cheng, J. J. R., High-strength steel
May-June 2001 —Influence of concrete strength and transverse reinforcement yield strength on
Glass fiber-reinforced polymer dowels for concrete pavements (98-S20) behavior of high-strength concrete columns (98-S47) Paultre, P.; Légeron, F.;
Eddie, D.; Shalaby, A.; and Rizkalla, S., Mar.-Apr. 2001 .......... 201 and Mongeau, D., July-Aug. 2001 ypeutsewetheasnie seneaesea Waa
Goldsworthy, H.—Reinforced concrete interior wide-band beam-column Hoop reinforcement
connections subjected to lateral earthquake loading (98-S26) May-June —Influence of confining hoop flexural stiffness on behavior of high-strength
270 lightweight concrete columns (98-S63) Khaloo, A. R., and Bozorgzadeh, A.,
Gookin, S. E.—Repair of earthquake-damaged bridge columns (98-S24) Sept.-Oct. 2001 caine
Mar.-Apr. 2001 ‘asec Hsu, T. T. C.—Rational shear modulus for smeared-crack analysis of
Grace, N. F.—Strengthening of negative moment region of reinforced reinforced concrete (98-S42) July-Aug. 2001 ‘a8 xi
concrete beams using carbon fiber-reinforced polymer strips (98-S33) Huang, D.—Analytical and field investigation of lateral load distribution ii n
May-June 2001 ....... cae Ken : pabwedssoewiene e concrete slab- on-girder bridges (98-S57) July-Aug. 2001 . . . a
Graves, ITI, H. L. Humay, F. K.—Experimental study of perforated infill panels for oe
—Dynamic behavior of single and double —_- anchors loaded in flat plates (98-S70) Sept.-Oct. 2001. , juice eee
shear (98-S64) Sept.-Oct. 2001 . —— . 665 Hussein, A.—Cyclic loading of hih-s trengthl ightweight concrete slabs
—Dynamic behavior of tensile anchors to concrete (98- $49) July- Aug. (98-S21) Mar.-Apr. 2001 ...... aa take See
2001 . Hybrid construction
—Seismic response of multiple- anchor «co nnections to concrete (98- S77 —Special hybrid moment frames composed of discretely jointed precast
Nov.-Dec.2 and post-tensioned concrete members (ACI T1.2-XX) and commentary
—Static behavior of anchors under combinations of tension and shear loading (ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task
(98-S50) July-Aug. 2001 . viognh nee ee Group |, Sept.-Oct20.0 1 ........ ey ee canoe eee
Graybeal, B.—Proposed design of high- strength ‘spiral reinforcement in Hysteretic response
compression members (98-S76) Nov.-Dec. 2001 . rrr 799 —Experimental study of reinforced concrete interior wide beam-column
Gross, J. H. connections subjected to lateral loading (98-S55) Quintero-Febres, C. G.,
—Dynamic behavior of single and double winked anchors loaded in and Wight, J. K., July-Aug. 2001. peas ceaue bene
shear (98-S64) Sept.-Oct. 2001 ich sag
—Dynamic behavior of tensile anchors to concrete (98-S49) July-Aug.
Giller, K.—Localization and _ size- dependent response of reinforced
concrete beams (98-S66) Sept.-Oct. 2001 me ... . 686 Improved analytical model for shear strength of circular reinforced
Gupta, P. R.—Evaluation of shear design procedures for reinforced concrete columns in seismic regions (97-S42)
concrete members under axial compression (98-S51) July-Aug. 2001 . 537 —Kowalsky, M. J., and Priestley, M. J. N., V.9 7, May-June 2000.
—Disc. by Bentz, E. C., and Collins, M. P., Mar.-Apr. 2001
Influence ofc oncrete strength and transverse reinforcement yield strength
H on behavior of high-strength concrete columns (98-S47) Paultre, P.;
Légeron, F., and Mongeau, D., July-Aug. 2001 . -
Hamad, B. S.—Effect of fiber reinforcement on bond strength of tension lap Influence of confining hoop flexural stiffness on behavior of high-strength
splices in high-strength concrete (98-S61) Sept.-Oct. 2001 rere lightweight concrete columns (98-S63) Khaloo, A. R., and Bozorgzadeh, A.,
Harajli, M. H.—Effect of fiber reinforcement on bond strength of tension lap ED iit pe caR eGG uba kin yiess cvesn pup ssceeKeherennsehwe 657
splices in high-strength concrete (98-S61) Sept.-Oct. 2001... ....... .638 Influence of fusion-b onded epoxy-coated “reinforcement on beam
High-performance concrete deformatioannd rotation capacity (98-S7) Cairns, J., Jan.-Feb. 2001... .69
—Ductility of high-performance concrete beams with high-strength lateral Initiation of chloride-induced reinforcement corrosion in concrete
reinforcement (98-S58) Lin, C.-H., and Lee, F.-S., July-Aug. 2001 . . 600 structural members—experimentation (98-S48) Li, C. Q., July-Aug.
High-strength 2001 csatee fm neae wes , . , at
—Torsion of high-strength reinforced concrete beams and minimum Interior connections
reinforcement requirement (98-S44) Koutchoukali, N.-E., and Belarbi, A.. —Experimental study of reinforced concrete interior wide beam-column
July-Aug. 2001 a : ; ' Scene ee connections subjected to lateral loading (98-S55) Quintero-Febres, C. G.,
High-strength concrete and Wight, J. K., July-Aug. 2001 sn 0 ee
—Confinement effects on high-strength concrete (98-S52) Mei, H.; Kiousis, Investigation of concentlroaidecd arelinfloryce d concrete columns confined
P. D.; Ehsani, M. R.; and Saadatmanesh, H., July-Aug. 2001 ere with glass fiber-reinforced polymer jackets (98-S36) Wang, Y. C., and
—Confinement of high-strength concrete with welded wire reinforcement (98- Restrepo, J. 1, May-June 2001 “ revinencseeeee
$65) Lambert-Aikhionbare, N., and Tabsh, S. W., Sept.-Oct. 2001 Issa, M.—Seal-slab prestressed pile interface bond from full-scale testing
—Crack-width prediction for high-strength concrete fully and partially (98-S72) Sept.-Oct. 2001 .. ox ae
prestressed beam specimens containing steel fibers (98-S81) Itani, A.—Seismic performance of reinforced concrete bridges with
Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001 unconventional configurations (98-S69) Sept.-Oct. 2001 717
—Cyclic loading of high-strength lightweight concrete slabs (98-S21)
Marzouk, H.; Osman, M.; and Hussein, A., Mar.-Apr. 2001 ...... . .2 07
—Effect of fiber reinforcement on bond strength of tension lap splices in J
mg yy concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa, G.,
ree 638 Johansson, M.—Reinforcement detailing in concrete frame corners (98-
—Ey heution of shear design procedures for reinforced concrete members S11) Jan.-Feb. 2001.......... , . 105
under axial compression (98-S51) Gupta, P. R., and Collins, M. P., July- Joint
Aug. 2001 veneer —Bolt bearing strength of thin-walled ferrocement (98-S54) Mansur, M. A.;
—lInfluence of concrete strength and transverse reinforcement yield strength on Tan, K. L.; Naaman, A. E.; and Paramasivam, P., July-Aug. 2001 563
ACI Structural Journal/March-April 2002 895
—Reinforced concrete interior wide-band beam-column connections concrete beams by performance-based optimization (98-S23) Mar.-
subjected to lateral earthquake loading (98-S26) Stehle, J. S.. Goldsworthy, Apr. 2001
i.; and Mlomiis, PF. Many -FURe DUO... wc cccce cc wecnvsrceecs 270 Lightweight
—Seismic design and experimental verification of concrete multiple —Experimental study of perforated infill panels for retrofitting flat plates (98-
column bridge bents (98-S32) Sritharan, S.; Priestley, M. J. N.; and Seible, $70) Humay, F. K., and Durrani, A. J., Sept.-Oct. 2001. ............. 727
PY IN 90. 85 05. econ amish cease eh Dew Soo ne Nese sieee 335 Lightweight concrete
—Seismic evaluation of column-to-beam strength ratios in reinforced —Cyclic loading of high-strength lightweight concrete slabs (98-S21)
concrete frames (98-S80) Dooley, K. L., and Bracci, J. M., Nov.-Dec. Marzouk, H.; Osman, M.; and Hussein, A., Mar.-Apr. 2001 ........ 207
— influence of confining hoop flexural stiffness on behavior of high-strength
—Seismic repair of hybrid RCS beam-column connections (98-S74) lightweight concrete columns (98-S63) Khaloo, A. R., and Bozorgzadeh, A.,
Parra-Montesinos, G. J., and Wight, J. K., Sept.-Oct. 2001 EEE canine svn dknschecnvesecensadsapi aceenenan wenesns 657
—Slab participation in practical earthquake design of reinforced Lin, C.-H.—Ductility of high-performance concrete beams with high-
concrete frames (98-S46) Pantazopoulou, S. J., and French, C. W., July- strength lateral reinforcement (98-S58) July-Aug. 2001
Aug. 2001 Liu, X.-L.
Jumaa, G.—Effect of fiber reinforcement on bond strength of tension lap —Floor load distribution in reinforced concrete buildings during
splices in high-strength concrete (98-S61) Sept.-Oct. 2001 .......... 638 construction (98-S14) Mar.-Apr. 2001
—On-site measurement of load distribution in reinforced concrete buildings
during construction (98-S15) Mar.-Apr. 2001
K
Load
—Effect of specimen sizes on flexural compressive strength of concrete (98-
Kanakubo, T.—Bond behavior between fiber-reinforced polymer $40) Kim, J.-K.; Yi, S.-T.; and Kim, J.-H. J., May-June 2001
laminates and concrete (98-S34) May-June 2001.................359 —Floor load distribution in reinforced concrete buildings during
Khaloo, A. R.—Influence of confining hoop flexural stiffness on behavior of construction (98-S14) Fang, D.-P.; Geng, C.-D.; Zhu, H.-Y.; and Liu, X.-
high-strength lightweight concrete columns (98-S63) Sept.-Oct. 2001... . 657 L., Mar.-Apr. 2001
Khuntia, M.—Shear strength of reinforced concrete beams without —On-site measurement of load distribution in reinforced concrete buildings
transverse reinforcement (98-S62) Sept.-Oct. 2001 . . during construction (98-S15) Fang, D.-P.; Zhu, H.-Y.; Geng, C.-D.; and
Kim, J.-H. J.—Effect of specimen sizes on flexural compressive strength of Liu, X.-L., Mar.-Apr. 2001
concrete (98-S40) May-June 2001 —Performance-based design of confinement reinforcement in reinforced
Kim, J.-K.—Effect of specimen sizes on flexural compressive strength of concrete bridge pier walls for out-of-plane seismic loads (98-S1) Abo-Shadi,
concrete (98-S40) May-June 2001 N. A.; Saiidi, M. S.; and Sanders, D. H., Jan.-Feb. 2001...............3
Kiousis, P. D.—Confinement effects on high-strength concrete (98-S52) —Strengthening of negative moment region of reinforced concrete beams
July-Aug. 2001 using carbon fiber-reinforced polymer strips (98-S33) Grace, N. F., May-
Klingner, R. E. June 2001
—Dynamic behavior of single and double near-edge anchors loaded in Loading
shear (98-S64) Sept.-Oct. 2001 —Analytical and field investigation of lateral !oad distribution in concrete
—Dynamic behavior of tensile anchors to concrete (98-S49) July-Aug. slab-on-girder bridges (98-S57) Shahawy, M., and Huang, D., July-Aug.
ME Soi alc cho va a,S Ts cinch asd ichihelacnae eh dehcaptoe Spiclp taSa lalah haa oan ete eee 590
—Seismic response of multiple-anchor connections to concrete (98-S77) —Seismic response of beam-column joints in double-deck reinforced
Nov.-Dec. 2001 concrete bridge frames (98-S25) Mazzoni, S., and Moehle, J. P., May-
—Static behavior of anchors under combinations of tension and shear loading ENS sd at'aia 1s. 6,0:¥ osea 0 Ce wigs Wk Piao Nie a ee ASR 259
CE RE a: 525 Load transfer
Konz, R. C.—Factors influencing bond strength of adhesive anchors (98- —Glass fiber-reinforced polymer dowels for concrete pavements (98-S20)
$8) Jan.-Feb. 2001 Eddie, D.; Shalaby, A.; and Rizkalla, S.. Mar.-Apr. 2001 .......... 201
Koutchoukali, N.-E.—Torsion of high-strength reinforced concrete beams Local behavior
and minimum reinforcement requirement (98-S44) July-Aug. 2001 . . 462 —Bond behavior between fiber-reinforced polymer laminates and concrete
Kurama, Y. C.—Simplified seismic design approach for friction-damped (98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., May-
unbonded post-tensioned precast concrete walls (98-S68) Sept.-Oct. NIN iia) 8) ase ties Saige vt sh hd asb y 0s 0: ph le
Localization and size-dependent response of reinforced concrete beams
Kuramoto, H.—Stiffness modeling of reinforced concrete beam-columns (98-S66) Weiss, W. J.; Giller, K.; and Shah, S. P., Sept.-Oct. 2001. . . 686
for frame analysis (98-S22) Mar.-Apr. 2001 Lotze, D.
—Dynamic behavior of tensile anchors to concrete (98-S49) July-Aug.
ale Shin.S ato ecahiied
L —Static behavior of anchors under combinations of tension and shear loading
NN ven taint eek nekcdndntastnsucdekndoneeewe 525
Lamanna, A. J.—Flexural strengthening of reinforced concrete beams Lukkunaprasit, P.—Cyclic behavior of reinforced concrete structural walls
using fasteners and fiber-reinforced polymer strips (98-S35) May-June with diagonal web reinforcement (98-S53) July-Aug. 2001. ........554
Lambert-Aikhionbare, N.—Confinement of high-strength concrete with
welded wire reinforcement (98-S65) Sept.-Oct. 2001
Lateral resistance
—Special hybrid moment frames composed of discretely jointed precast Mansur, M. A.
and post-tensioned concrete members (ACI T1.2-XX) and commentary —Bolt bearing strength of thin-walled ferrocement (98-S54) July-Aug.
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task I ata tes sare obispo Ria sled niet ada wha elas em a 563
Group |, Sept.-Oct. 2001 —Design of reinforced concrete beams with circular openings (98-S39)
Lee, F.-S.—Ductility of high-performance concrete beams with high- May-June 2001 407
strength lateral reinforcement (98-S58) July-Aug. 2001 Marzouk, H.—Cyclic loading of high-strength lightweight concrete slabs
Lee, J.-Y.—Rational shear modulus for smeared-crack analysis of NE OE i div tw an demain ease pec awawiepa ena 207
reinforced concrete (98-S42) July-Aug. 2001 Mattock, A. H.—Shear friction and high-strength concrete (98-S5) Jan.-
Légeron, F.—Influence of concrete strength and transverse reinforcement yield PEE’ 6. dya hoe <nh-ainia Oi Pewee a doin amine aca Ais:d esea ne
strength on behavior of high-strength concrete columns (98-S47) July-Aug. May, I. M.—Fracture mechanics model applied to shear failure of reinforced
concrete beams without stirrups (98-S18) Mar.-Apr. 2001
Lehman, D. E.—Repair of earthquake-damaged bridge columns (98-S24) Mazzoni, S.—Seismic response of beam-column joints in double-deck
Mar.-Apr. 2001 reinforced concrete bridge frames (98-S25) May-June 2001....... 259
Leite, M. H.—Stress measurements in concrete structures with modified Mehanny, S. S. F.—Stiffness modeling of reinforced concrete beam-
doorstopper technique (98-S59) Sept.-Oct. 2001 columns for frame analysis (98-S22) Mar.-Apr. 2001 :
Li, C. Q.—Initiation of chloride-induced reinforcement corrosion in concrete Mei, H.—Confinement effects on high-strength concrete (98-S52) July-
structural members—experimentation (98-S48) July-Aug. 2001 Aug. 2001
Liang, Q. Q.—Generating optimal strut-and-tie models in prestressed Mendis, P.—Reinforced concrete interior wide-band beam-column
896 ACI Structural Journal/March-April 2002
connections subjected to lateral earthquake loading (98-S26) May- Osman, M.—Cyclic loading of high- ee lightweight concrete slabs
EE 65s ioa ace dae ad ede ewes aoe oe Bien, 9 Ol Ao is wart 270 (98-S21) Mar.-Apr. 2001 ... 207
Mirmiran, A.—Design for slenderness in concrete columns internally Overlay
reinforced with fiber-reinforced polymer bars (98-S12) Jan.-Feb. 2001 . .116 —Bond strength between sealed bridge decks and concrete overlays (98-S83)
Mo, Y. L.—Seismic performance of hollow circular bridge piers (98-S82) Gillum, A. J.; Shahrooz, B. M.; and Cole, J. R., Nov.-Dec. 2001 ... 872
Nov.-Dec. 2001
Modeling effect of biaxial stresses on average stress-strain relationship P
of reinforcing bar in reinforced concrete panels (98-S60) Sengupta, A.
K., and Belarbi, A., Sept.-Oct. 2001
Moehle, J. P. Padmarajaiah, S. K.
—Repair of earthquake-damaged bridge columns (98-S24) Mar.-Apr. —Behavior of fiber-reinforced prestressed and reinforced high-strength
concrete beams subjected to shear (98-S73) Sept.-Oct. 2001. .......... .752
—Seismic response of beam-column joints in double-deck reinforced —Crack-width prediction for high-strength concrete fully and partially
concrete bridge frames (98-S25) May-June 2001............... 259 prestressed beam specimens containing steel fibers (98-S81) Nov.-Dec
Moment 2001. . 852
—Effect of fiber reinforcement on bond strength of tension lap splices in Panagiotakos, T. B. —Deformations of reinforced concrete members at
high-strength concrete (98-S61) Hamad, B. S.; Harajli, M. H.; and Jumaa, G.., yielding and ultimate (98-S13) Mar.-Apr. 2001 ' Serre
Ne RS ee ee eet oe ee ee ee ee ee 638 Panel
—Localization and size-dependent response of reinforced concrete beams —Modeling effect of biaxial stresses on average stress-strain relationship of
(98-S66) Weiss, W. J.; Giiler, K.; and Shah, S. P., Sept.-Oct. 2001. . . 686 reinforcing bar in reinforced concrete on (98-S60) Sengupta, A. K., and
—Reinforcement detailing in concrete frame corners (98-S11) Johansson, Belarbi, A., Sept.-Oct. 2001 ; .§29
M.., Jan.-Feb. 2001 Pantazopoulou, S. J.—Slab participation in \ practical earthquake design of
Moment frame reinforced concrete frames (98-S46) July-Aug. 2001 . awh anise
—Special hybrid moment frames composed of discretely jointed precast Paramasivam, P.—Bolt bearing strength of thin-w alled ferrocement (98-
and post-tensioned concrete members (ACI T1.2-XX) and commentary $54) July-Aug. 2001 ,
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task Park, R.—Stress-strain behavior of high-strength concrete confined by
Group 1, Sept.-Oct. 200 ultra-high- and normal-strength transverse reinforcements (98-S38) May-
Mongeau, D.—Influence of concrete strength and transverse reinforcement June 2001
yield strength on behavior of high-strength concrete columns (98-S47) July- Parra-Montesinos, G. J.—Seismic repair of hybrid RCS beam-column
connections (98-S74) Sept.-Oct. 2001 . . . 762
Moore, R. T.—Seismic performance of reinforced concrete bridges with Pattararattanakul, P.—Cyclic behavior of reinforced concrete structural
unconventional configurations (98-S69) Sept.-Oct. 2001 walls with diagonal web reinforcement (98-S53) July-Aug. 2001 .. . 554
Mortar Paultre, P.—Influence of concrete strength and transverse reinforcement yield
—Bolt bearing strength of thin-walled ferrocement (98-S54) July-Aug. strength on behavior of high-strength concrete columns (98-S47) July-Aug.
ab es ch ven Seber na Kak oi aba kana d Raw aw Chicks Maes 563
Mudlock, M.—Proposed design of high-strength spiral reinforcement in Pavement (concrete)
compression members (98-S76) Nov.-Dec. 2001 —Glass fiber-reinforced polymer dowels for concrete pavements (98-S20)
Mullins, Eddie, D.; Shalaby, A.; and Rizkalla, S., Mar.-Apr. 2001 2
testing (98-S72) Sept.-Oct. 2001 Performance-based design of confinement reinforcement in reinforced
concrete bridge pier walls for out-of-plane seismic loads (98-S1!) Abo-
Shadi, N. A.; Saiidi, M. S.; and Sanders, D. H., Jan.-Feb. 2001.........3
Pessiki, S.—Proposed design of high-strength spiral reinforcement in
compression members (98-S76) Nov.-Dec. 2001
Naaman, A. E.—Bolt bearing strength of thin-walled ferrocement (98-S54) Pier
PEE wileccawod tdeensb Saas evnec kese usd doee nrce —Performance-based design of confinement reinforcement in reinforced
Nacamuli, A. M.—Repair of earthquake-damaged bridge columns (98-S24) concrete bridge pier walls for out-of-plane seismic loads (98-S1) Abo-Shadi,
PE Ghat cet sh poR pase nee xen Ne tea aria Ke een 233 N. A.; Saiidi, M. S.; and Sanders, D. H., Jan.-Feb. 2001. ..............3
Nakaba, K.—Bond behavior between fiber-reinforced polymer laminates —Seismic performance of hollow circular bridge piers (98-S82) Yeh, Y.-
and concrete (98-S34) May-June 2001 K.; Mo, Y. L.; and Yang, C. Y., Nov.-Dec. 2001
Nanni, A.—Shear strengthening of reinforced concrete beams with near- Pile
surface mounted fiber-reinforced polymer rods (98-S6) Jan.-Feb. 2001. . 60 —Seal-slab prestressed pile interface bond from full-scale testing (98-S72)
Ng, C.-K.—Behavior of simple-span reinforced concrete beams locally Mullins, G.; Sosa, R.; Sen, R.; and Issa, M., Sept.-Oct. 2001
strengthened with external tendons (98-S17) Mar.-Apr. 2001 —Seismic performance evaluation of cast-in-steel-shell (CISS) piles (98-
Numerical analysis S4) Silva, P. F., and Seible, F., Jan.-Feb. 2001....................36
—Bond behavior between fiber-reinforced polymer laminates and concrete Plates
(98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., May- —Prediction of anchorage failure for reinforced concrete beams
June 2001 strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy,
M. T., and Tedesco, J. W., May-June 2001
Poisson’s ratio
—Modeling effect of biaxial stresses on average stress-strain relationship of
reinforcing bar in reinforced concrete panels (98-S60) Sengupta, A. K., and
Oh, B. H.—Structural behavior of tendon coupling joints in prestressed Belarbi, A., Sept.-Oct. 2001
concrete bridge girders (98-S9) Jan.-Feb. 2001 Polymer
Oh, J.-K.—Shear strength of reinforced high-strength concrete deep beams —Behavior of axially loaded concrete-filled circular fiber-reinforced polymer
(98-S16) Mar.-Apr. 2001 tubes (98-S27) Fam, A. Z., and Rizkalla, S. H., May-June 2001
Okeil, A. M.—Short-term tensile strength of carbon fiber-reinforced —Behavior of simple-span reinforced concrete beams locally strengthened
polymer laminates for flexural strengthening of concrete girders (98-S45) with external tendons (98-S17) Tan, K.-H.; Faroog, M. A.-A.; and Ng, C.-
July-Aug. 2001 K., Mar.-Apr. 2001
On behavior of high-strength concrete columns: cover spalling, steel —Bond behavior between fiber-reinforced polymer laminates and concrete
fibers, and ductility (98-S56) Foster, S. J., July-Aug. 2001 (98-S34) Nakaba, K.; Kanakubo, T.; Furuta, T.; and Yoshizawa, H., May-
On-site measurement of load distribution in reinforced concrete June 2001
buildings during construction (98-S15) Fang, D.-P.; Zhu, H.-Y.; Geng, —Design for slenderness in concrete columns internally reinforced with
C.-D.; and Liu, X.-L., Mar.-Apr. 2001 fiber-reinforced polymer bars (98-S 12) Mirmiran, A.; Yuan, W.; and Chen,
Openings X., Jan.-Feb. 2001
—Design of reinforced concrete beams with circular openings (98-S39) —Flexural strengthening of reinforced concrete beams using fasteners and
Tan, K.-H.; Mansur, M. A.; and Wei, W., May-June 2001 fiber-reinforced polymer strips (98-S35) Lamanna, A. J.; Bank, L. C.; and
Optimal design EW, PE 6 incase docu cccsscecvesscicnssvase
—Automatic generation of truss model for optimal design of reinforced —Glass fiber-reinforced polymer dowels for concrete pavements (98-S20)
concrete structures (98-S41) Ali, M. A., and White, R. N., July-Aug. 2001431 Eddie, D.; Shalaby, A.; and Rizkalla, S., Mar.-Apr. 2001 .......... 201
ACI Structural Journal/March-April 2002 897
—Investigation of concentrically loaded reinforced concrete columns confined wide beam-column connections subjected to lateral loading (98-S55) July-
with glass fiber-reinforced polymer jackets (98-S36) Wang, Y. C., and Aug. 2001
EE, te, PINE SION ois oon a dives caer scwveaceneseseesi n 377
—Shear behavior of reinforced concrete t-beams with externally bonded
fiber-reinforced polymer sheets (98-S37) Deniaud, C., and Cheng, J. J. R.,
NOMEN 5. ig 5 ibaid ne GA dele ad bjs Wd see ae bene ye a
—Shear strengthening of reinforced concrete beams with near-surface Radial elastic stiffness associated with bond between steel bars and
mounted fiber-reinforced polymer rods (98-S6) De Lorenzis, L., and concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001
Nanni, A., Jan.-Feb. 2001 Ramaswamy, A.
—Short-term tensile strength of carbon fiber-reinforced polymer laminates —Behavior of fiber-reinforced prestressed and reinforced high-strength
for flexural strengthening of concrete girders (98-S45) Okeil, A. M.; El- concrete beams subjected to shear (98-S73) Sept.-Oct. 2001
Tawil, S.; and Shahawy, M., July-Aug. 2001 —Crack-width prediction for high-strength concrete fully and partially
—Strengthening of negative moment region of reinforced concrete beams prestressed beam specimens containing steel fibers (98-S81) Nov.-
using carbon fiber-reinforced polymer strips (98-S33) Grace, N. F., May-
June 2001 Rational shear modulus for smeared-crack analysis of reinforced
Post-tensioning concrete (98-S42) Zhu, R. R. H.; Hsu, T. T. C.; and Lee, J.-Y., July-
—Special hybrid moment frames composed of discretely jointed precast Aug. 2001
and post-tensioned concrete members (ACI T1.2-XX) and commentary Rehabilitation
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task —Prediction of anchorage failure for reinforced concrete beams
Group 1, Sept.-Oct. 2001 strengthened with fiber-reinforced polymer plates (98-S29) El-Mihilmy,
Precast concrete M. T., and Tedesco, J. W., May-June 2001
—Shear friction and high-strength concrete (98-S5) Mattock. A. H., Jan.- —Shear behavior of reinforced concrete t-beams with externally bonded
Feb. 2001 fiber-reinforced polymer sheets (98-S37) Deniaud, C., and Cheng, J. J. R.,
—Simplified seismic design approach for friction-damped unbonded May-June 2001
post-tensioned precast concrete walls (98-S68) Kurama, Y. C., Sept.- Reinforced concrete
Oct. 2001 —Analysis of reinforced concrete shells for transverse shear and torsion
—Special hybrid moment frames composed of discretely jointed precast (98-S19) Yamamoto, T., and Vecchio, F. J., Mar.-Apr. 2001
and post-tensioned concrete members (ACI T!.2-XX) and commentary —Automatic generation of truss model for optimal design of reinforced
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task concrete structures (98-S41) Ali, M. A., and White, R. N., July-Aug.
Group 1, Sept.-Oct. 2001. .
Prediction of anchorage failure for reinforced concrete beams —Confinement of high- strength concrete with welded wire
strengthened with fiber-reinforced polymer plates (98-S29) El- reinforcement (98-S65) Lambert-Aikhionbare, N., and Tabsh, S. W.,
Mihilmy, M. T., and Tedesco, J. W., May-June 2001 Sept.-Oct. 2001
Prestress —Cyclic behavior of reinforced concrete structural walls with diagonal web
—Behavior of simple-span reinforced concrete beams iocally strengthened reinforcement (98-S53) July-Aug. 2001 Silsia ine 60
with external tendons (98-S17) Tan, K.-H.; Faroog, M. A.-A.; and Ng, C.- —Evaluation of shear design procedures for reinforced. concrete members
K., Mar.-Apr. 2001 : under axial compression (98-S51) Gupta, P. R., and Collins, M. P., July-
—Flexural strengthening with carbon fiber- reinforced polymer composites Aug. 2001 .
of preloaded full-scale girders (98-S71) Shahawy, M.; Chaailal, O.; —Initiation of chloride- induced reinforcement corrosion in concrete structural
Beitelman, T. E.; and El-Saad, A., Sept.-Oct. 2001 members—experimentation (98-S48) Li, C. Q., July-Aug. 2001 ......... 502
—Seal-slab prestressed pile interface bond from full-scale testing (98-S72) —Localization and size-dependent response of reinforced concrete beams
Mullins, G.; Sosa, R.; Sen, R.; and Issa, M., Sept.-Oct. 2001 (98-S66) Weiss, W. J.; Giller, K.; and Shah, S. P., Sept.-Oct. 2001. . . 686
Prestressed concrete —On-site measurement of load distribution in reinforced concrete buildings
—Generating optimal strut-and-tie models in prestressed concrete beams by during construction (98-S15) Fang, D.-P.; Zhu, H.-Y.; Geng, C.-D.; and
performance-based optimization (98-S23) Liang, Q. Q.; Xie, Y. M.; and Liu, X.-L., Mar.-Apr. 2001
Steven, G. P., Mar.-Apr. 2001 —Performance-based design of confinement reinforcement in
—Simplified seismic design approach for friction-damped unbonded reinforced concrete bridge pier walls for out-of-plane seismic loads
post-tensioned precast concrete walls (98-S68) Kurama, Y. C., Sept.-Oct. (98-S1) Abo-Shadi, N. A.; Saiidi, M. S.; and Sanders, D. H., Jan.-Feb.
. 705
—Softened damage model for finite element ani alys is of structural
—Radial elastic stiffness associated with bond between steel bars and
concrete deep beams (98-S3) Wang, F.; Teng, S., and Fan S. C., Jan.-
concrete (98-S2) Cox, J. V., and Yu, H., Jan.-Feb. 2001
Feb. 2001 .27
—Rational shear modulus for smeared-crack analysis of reinforced concrete
—Special hybrid moment frames composed of discretely jointed precast
(98-S42) Zhu, R. R. H.; Hsu, T. T. C.; and Lee, J.-Y., July-Aug. 2001. . . 443
and post-tensioned concrete members (ACI T1.2-XX) and commentary
—Reinforced concrete interior wide-band beam-column connections
(ACI T1.2R-XX) (proposed standard) (98-S75) ACI Innovation Task
subjectetdo lateral earthquake loading (98-S26) Stehle,J .S .; Goldsworthy,
Group |, Sept.-Oct. 2001
Pe AEE UU, ag SD CUE so 605 0:5 650.00 stckmesnueeaoee 270
—Structural behavior of tendon coupling joints i in 1 prestressed concrete
—Reinforcement detailing in concrete frame corners (98- $11) Johansson,
bridge girders (98-S9) Oh, B. H., and Chae, S. T., Jan.-Feb. 2001... . .8 7
M.., Jan.-Feb. 2001
Prestressing
—Seismic evaluation of column-to-beam strength rr atios in reinforced
—Seismic design and experimental verification of concrete multiple
concrete frames (98-S80) Dooley, K. L., and Bracci, J. M., Nov.-Dec.
column bridge bents (98-S32) Sritharan, S.; Priestley, M. J. N.; and Seible,
F., May-June 2001
—Seismic response of beam-column joints in double-deck reinforced
Prestressing steel
concrete bridge frames (98-S25) Mazzoni, S., and Moehle, J. P., May-
—Crack-width prediction for high-strength concrete fully and partially
June 2001. .
prestressed beam specimens containing steel fibers (98-S81)
—Shear behavior of reinforced concrete t-beams with externally bonded
Padmarajaiah, S. K., and Ramaswamy, A., Nov.-Dec. 2001
fiber-reinforced polymer sheets (98-S37) Deniaud, C., and Cheng, J. J. R.,
Priestley, M. J. N.—Seismic design and experimental verification of
May-June 2001 . 386
concrete multiple column bridge bents (98-S32) May-June 2001 ... . 335
—Shear friction and high-strength concrete (98-S5) Mattock, A. H., Jan.-
Proposed design of high-strength spiral reinforcement in compression
aey eR er or ee ee
members (98-S76) Pessiki, S.; Graybeal, B.; and Mudlock, M., Nov.-Dec.
—Shear strength of reinforced concrete beams without transverse
Punching shear reinforcement (98-S62) Khuntia, M., and Stojadinovic, B., Sept.-Oct.
—Cyclic loading of high-strength lightweight concrete slabs (98-S21)
Marzouk, H.; Osman, M.; and Hussein, A., Mar.-Apr. 2001 ........ 207 —Stiffness modeling of reinforced concrete beam-columns for frame
analysis (98-S22) Mehanny, S. S. F.; Kuramoto, H.; and Deierlein G. G..,
Mar.-Apr. 2001
Q Reinforced concrete interior wide-band beam-column connections
subjected to lateral earthquake loading (98-S26) Stehle, J. S.;
Quintero-Febres, C. G.— Experimental study of reinforced concrete interior Goldsworthy, H.; and Mendis, P., May-June 2001
898 ACI Structural Journal/March-April 2002