Year |
Citation |
Score |
2020 |
Fargier-Gabaldón LB, Parra-Montesinos GJ, Wight JK. Seismic Behavior of Exterior Reinforced Concrete Wide- Column-to-Steel Beam Joints Aci Structural Journal. 117: 117-128. DOI: 10.14359/51720201 |
0.891 |
|
2016 |
Dam TX, Wight JK, Parra-Montesinos GJ. Behavior of Monotonically Loaded Slab-Column Connections Reinforced with Shear Studs Aci Structural Journal. 114: 221-232. DOI: 10.14359/51689165 |
0.486 |
|
2016 |
Lequesne RD, Parra-Montesinos GJ, Wight JK. Seismic response of fiber-reinforced concrete coupled walls Aci Structural Journal. 113: 435-445. DOI: 10.14359/51688822 |
0.868 |
|
2016 |
Dam TX, Wight JK. Flexurally-triggered punching shear failure of reinforced concrete slab-column connections reinforced with headed shear studs arranged in orthogonal and radial layouts Engineering Structures. 110: 258-268. DOI: 10.1016/J.Engstruct.2015.11.050 |
0.617 |
|
2014 |
Parra-Montesinos GJ, Wight JK, Kopczynski C, Lequesne R, Setkit M, Conforti A, Ferzli J. High-performance fiber reinforced concrete coupling beams: From research to practice Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D32J68522 |
0.867 |
|
2013 |
Lequesne RD, Parra-Montesinos GJ, Wight JK. Seismic behavior and detailing of high-performance fiber-reinforced concrete coupling beams and coupled wall systems Journal of Structural Engineering (United States). 139: 1362-1370. DOI: 10.1061/(Asce)St.1943-541X.0000687 |
0.888 |
|
2013 |
Parra-Montesinos GJ, Dinh HH, Wight JK. Effect of fiber reinforcement on the shear behavior of reinforced concrete beams Proceedings of the 8th International Conference On Fracture Mechanics of Concrete and Concrete Structures, Framcos 2013. 1131-1140. |
0.904 |
|
2012 |
Parra-Montesinos GJ, Wight JK, Lequesne RD, Setkit M. A summary of ten years of research on HPFRC coupling beams Rilem Bookseries. 2: 355-362. DOI: 10.1007/978-94-007-2436-5_43 |
0.774 |
|
2012 |
Burg RG, Mlutkowski KP, Sordyl DJ, Wight JK. American activities toward development of a unified front to advance concrete sustainability and resilience Fib Symposium 2012: Concrete Structures For Sustainable Community - Proceedings. 15-19. |
0.338 |
|
2011 |
Dinh HH, Parra-Montesinos GJ, Wight JK. Shear strength model for steel fiber reinforced concrete beams without stirrup reinforcement Journal of Structural Engineering. 137: 1039-1051. DOI: 10.1061/(Asce)St.1943-541X.0000362 |
0.898 |
|
2011 |
Lequesne R, Setkit M, Kopczynski C, Ferzli J, Cheng MY, Parra-Montesinos G, Wight JK. Implementation of high-performance fiber reinforced concrete coupling beams in high-rise core-wall structures American Concrete Institute, Aci Special Publication. 94-105. |
0.884 |
|
2010 |
Dinh HH, Parra-Montesinos GJ, Wight JK. Shear behavior of steel fiber-reinforced concrete beams without stirrup reinforcement Aci Structural Journal. 107: 597-606. DOI: 10.14359/51663913 |
0.896 |
|
2010 |
Lequesne RD, Wight JK, Parra-Montesinos GJ. Seismic detailing and behavior of coupled-wall systems with high-performance fiber-reinforced concrete 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 6: 4502-4511. |
0.877 |
|
2010 |
Lequesne R, Setkit M, Parra-Montesinos GJ, Wight JK. Seismic detailing and behavior of coupling beams with high-peformance fiber-reinforced concrete American Concrete Institute, Aci Special Publication. 205-222. |
0.862 |
|
2009 |
Lequesne RD, Parra-Montesinos GJ, Wight JK. Test of a coupled wall with high-performance fiber-reinforced concrete coupling beams American Concrete Institute, Aci Special Publication. 1-18. |
0.888 |
|
2008 |
Canbolat BB, Wight JK. Experimental investigation on seismic behavior of eccentric reinforced concrete beam-column-slab connections Aci Structural Journal. 105: 154-162. DOI: 10.14359/19730 |
0.717 |
|
2008 |
Choi KK, Park HG, Wight JK. Unified shear strength model for reinforced concrete beams - Part I: Development Aci Structural Journal. 105: 112. DOI: 10.14359/18526 |
0.704 |
|
2008 |
Choi KK, Park HG, Wight JK. Unified shear strength model for reinforced concrete beams - Part I: Development Aci Structural Journal. 105: 112. |
0.683 |
|
2007 |
Choi KK, Park HG, Wight JK. Shear strength of steel fiber-reinforced concrete beams without web reinforcement Aci Structural Journal. 104: 12-21. DOI: 10.14359/18428 |
0.748 |
|
2007 |
Park HG, Choi KK, Wight JK. Strain-based shear strength model for slender beams without web reinforcement Aci Structural Journal. 104: 638-639. DOI: 10.14359/18228 |
0.705 |
|
2007 |
Park HG, Choi KK, Wight JK. Strain-based shear strength model for slender beams without web reinforcement Aci Structural Journal. 104: 638-639. |
0.571 |
|
2006 |
Quintero-Febres CG, Parra-Montesinos G, Wight JK. Strength of struts in deep concrete members designed using strut-and-tie method Aci Structural Journal. 103: 577-586. DOI: 10.14359/16434 |
0.871 |
|
2006 |
Fargier-Gabaldón LB, Parra-Montesinos GJ, Wight JK. Effective width of composite Reinforced Concrete column-to-Steel beam (RCS) connections 8th Us National Conference On Earthquake Engineering 2006. 16: 9434-9443. |
0.871 |
|
2005 |
Dovich LM, Wight JK. Effective slab width model for seismic analysis of flat slab frames Aci Structural Journal. 102: 868-875. DOI: 10.14359/14795 |
0.597 |
|
2005 |
Canbolat BA, Parra-Montesinos GJ, Wight JK, Paulay T. Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams Aci Structural Journal. 102: 909-912. DOI: 10.14359/13541 |
0.826 |
|
2003 |
Parra-Montesinos GJ, Liang X, Wight JK. Towards deformation-based capacity design of RCS beam-column connections Engineering Structures. 25: 681-690. DOI: 10.1016/S0141-0296(02)00177-3 |
0.88 |
|
2002 |
Aguilar G, Matamoros AB, Parra-Montesinos GJ, Ramírez JA, Wight JK. Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams Aci Structural Journal. 99: 539-548. DOI: 10.14359/12123 |
0.88 |
|
2001 |
Parra-Montesinos GJ, Wight JK. Seismic repair of hybrid RCS beam-column connections Aci Structural Journal. 98: 762-770. DOI: 10.14359/10630 |
0.886 |
|
2001 |
Quintero-Febres CG, Wight JK. Experimental study of reinforced concrete interior wide beam-column connections subjected to lateral loading Aci Structural Journal. 98: 572-582. DOI: 10.14359/10300 |
0.724 |
|
2001 |
LaFave JM, Wight JK. Reinforced concrete wide-beam construction vs. conventional construction: Resistance to lateral earthquake loads Earthquake Spectra. 17: 479-505. DOI: 10.1193/1.1586185 |
0.71 |
|
2001 |
Parra-Montesinos G, Wight JK. Modeling shear behavior of hybrid RCS beam-column connections Journal of Structural Engineering New York, N.Y.. 127: 3-11. DOI: 10.1061/(Asce)0733-9445(2001)127:1(3) |
0.858 |
|
2000 |
Parra-Montesinos G, Wight JK. Seismic response of exterior RC column-to-steel beam connections Journal of Structural Engineering New York, N.Y.. 126: 1113-1121. DOI: 10.1061/(Asce)0733-9445(2000)126:10(1113) |
0.882 |
|
1999 |
LaFave JM, Wight JK. Reinforced concrete exterior wide beam-column-slab connections subjected to lateral earthquake loading Aci Structural Journal. 96: 577-585. DOI: 10.14359/694 |
0.749 |
|
1999 |
Hueste MBD, Wight JK. Nonlinear punching shear failure model for interior slab-column connections Journal of Structural Engineering. 125: 997-1008. DOI: 10.1061/(Asce)0733-9445(1999)125:9(997) |
0.481 |
|
1998 |
Vasconez RM, Naaman AE, Wight JK. Behavior of HPFRC connections for precast concrete frames under reversed cyclic loading Pci Journal. 43: 58-71. DOI: 10.15554/Pcij.11011998.58.71 |
0.652 |
|
1997 |
Hueste MBD, Wight JK. Evaluation of a four-story reinforced concrete building damaged during the Northridge Earthquake Earthquake Spectra. 13: 387-414. DOI: 10.1193/1.1585954 |
0.487 |
|
1996 |
Corley WG, Cluff L, Hilmy S, Holmes W, Wight J. Concrete Parking Structures Earthquake Spectra. 12: 75-98. DOI: 10.1193/1.1585921 |
0.438 |
|
1996 |
Osteraas J, Somers P, Carpenter J, Ferner H, Holmes W, Krawinkler H, Longstreth M, Ryan P, Wight J. Reinforced Concrete Buildings Earthquake Spectra. 12: 49-74. DOI: 10.1193/1.1585920 |
0.574 |
|
1996 |
Dovich L, Wight JK. Lateral response of older flat slab frames and the economic effect on retrofit Earthquake Spectra. 12: 667-691. DOI: 10.1193/1.1585905 |
0.454 |
|
1995 |
Raffaelle GS, Wight JK. Reinforced Concrete Eccentric Beam-Column Connections Subjected to Earthquake-Type Loading Aci Structural Journal. 92: 45-55. DOI: 10.14359/1474 |
0.731 |
|
1994 |
Gentry TR, Wight JK. Wide Beam‐Column Connections under Earthquake‐Type Loading Earthquake Spectra. 10: 675-703. DOI: 10.1193/1.1585793 |
0.68 |
|
1994 |
Li VC, Mishra DK, Naaman AE, Wight JK, LaFave JM, Wu HC, Inada Y. On the shear behavior of engineered cementitious composites Advanced Cement Based Materials. 1: 142-149. DOI: 10.1016/1065-7355(94)90045-0 |
0.588 |
|
1993 |
Soubra KS, Wight Jk, Naaman AE. Cyclic Response Of Fibrous Cast-In-Place Connections In Precast Beam-Column Subassemblages Aci Structural Journal. 90: 316-323. DOI: 10.14359/4191 |
0.681 |
|
1993 |
Al-Ghamdy DO, Tons E, Wight JK. Effect of Matrix Composition on Steel Fiber Reinforced Concrete Properties Journal of King Saud University: Engineering Sciences. 5: 55-75. DOI: 10.1016/S1018-3639(18)30571-3 |
0.484 |
|
1992 |
Al-Nahlawi KA, Wight JK. Beam Analysis Using Concrete Tensile Strength in Truss Models Aci Structural Journal. 89: 284-290. DOI: 10.14359/3231 |
0.716 |
|
1992 |
Ehsani MR, Wight JK. Confinement steel requirements for connections in ductile frames Journal of Structural Engineering (United States). 118: 1423. DOI: 10.1061/(ASCE)0733-9445(1992)118:5(1423.2) |
0.301 |
|
1991 |
Soubra KS, Wight JK, Naaman AE. Fiber Reinforced Concrete Joints for Precast Construction in Seismic Areas Aci Structural Journal. 88: 214-221. DOI: 10.14359/2718 |
0.635 |
|
1991 |
Bolander J, Wight JK. Finite element modeling of shear-wall-dominant buildings Journal of Structural Engineering (United States). 117: 1719-1739. DOI: 10.1061/(Asce)0733-9445(1991)117:6(1719) |
0.785 |
|
1991 |
Ali A, Wight JK. RC structural walls with staggered door openings Journal of Structural Engineering (United States). 117: 1514-1531. DOI: 10.1061/(Asce)0733-9445(1991)117:5(1514) |
0.562 |
|
1987 |
DurraniI AJ, Wight JK. Earthquake Resistance of Reinforced Concrete Interior Connections Including a Floor Slab Aci Structural Journal. 84: 400-406. DOI: 10.14359/1650 |
0.502 |
|
1987 |
Wood SL, Wight JK, Moehle JP. 1985 CHILE EARTHQUAKE - OBSERVATIONS ON EARTHQUAKE-RESISTANT CONSTRUCTION IN VINA DEL MAR Civil Engineering Studies, Structural Research Series (University of Illinois At Urbana-Champaign,. |
0.665 |
|
1986 |
Naaman AE, Harajii MH, Wight JK. Analysis of Ductility in Partially Prestressed Concrete Flexural Members Pci Journal. 31: 64-87. DOI: 10.15554/Pcij.05011986.64.87 |
0.524 |
|
1986 |
Sattary-Javid V, Wight JK. Earthquake load on R/C beams: Building versus single beam Journal of Structural Engineering (United States). 112: 1493-1508. DOI: 10.1061/(Asce)0733-9445(1986)112:7(1493) |
0.733 |
|
1986 |
Wight JK. Earthquake design compared to measured response Journal of Structural Engineering (United States). 112: 149-164. DOI: 10.1061/(Asce)0733-9445(1986)112:1(149) |
0.447 |
|
1985 |
Bertero VV, Corley WG, Degenkolb HJ, Hakala WW, Hanson RD, Jirsa JO, Johnston RG, Krawinker H, Lu L, Mahin SA, McClamroch NH, Roeder CW, Sharpe R, Wight JK. Damage Survey of the Nihon‐Kai‐Chubu, Japan Earthquake of May 26, 1983 Earthquake Spectra. 1: 319-352. DOI: 10.1193/1.1585268 |
0.642 |
|
1985 |
Ehsani MR, Wight JK. EFFECT OF TRANSVERSE BEAMS AND SLAB ON BEHAVIOR OF REINFORCED CONCRETE BEAM-TO-COLUMN CONNECTIONS Journal of the American Concrete Institute. 82: 188-195. |
0.713 |
|
1985 |
Ehsani MR, Wight JK. EXTERIOR REINFORCED CONCRETE BEAM-TO-COLUMN CONNECTIONS SUBJECTED TO EARTHQUAKE-TYPE LOADING Journal of the American Concrete Institute. 82: 492-499. |
0.628 |
|
1981 |
Wight JK, Hanson RD. REPAIR AND RETROFIT OF BUILDINGS National Bureau of Standards, Special Publication. |
0.421 |
|
1974 |
Karlsson BI, Aoyama H, Sozen MA, Wight JK, Kanoh Y, McCafferty RM, Moody ML, Hirosawa M, Ozaki M, Wakabayashi M, Kato B, Nakao M, Krawinkler H, Bertero VV, Popov EP. WORLD CONFERENCE ON EARTHQUAKE ENGINEERING, 5TH, PROCEEDINGS, 1973 . |
0.559 |
|
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