| Year |
Citation |
Score |
| 2020 |
Alotaibi NK, Shekarchi WA, Ghannoum WM, Jirsa JO. Shear Design of Reinforced Concrete Beams Strengthened in Shear with Anchored Carbon Fiber-Reinforced Polymer (CFRP) Strips Aci Structural Journal. 117: 185-198. DOI: 10.14359/51721315 |
0.471 |
|
| 2019 |
Alotaibi NK, Ghannoum WM, Jirsa JO. Shear Behavior of Full-Scale Reinforced Concrete Members Strengthened with Anchored Carbon Fiber- Reinforced Polymer Strips Aci Structural Journal. 116: 227-240. DOI: 10.14359/51716810 |
0.449 |
|
| 2019 |
Williams CS, Moore AM, Al-Tarafany D, Massey JB, Bayrak O, Jirsa JO, Ghannoum WM. Evaluation of Cast-in-Place Splice Regions of Spliced I-Girder Bridges Aci Structural Journal. 116: 181-193. DOI: 10.14359/51716804 |
0.306 |
|
| 2018 |
Shekarchi WA, Ghannoum WM, Jirsa JO. Use of Anchored Carbon Fiber-Reinforced Polymer Strips for Shear Strengthening of Large Girders Aci Structural Journal. 115: 269-280. DOI: 10.14359/51701092 |
0.368 |
|
| 2016 |
Williams CS, Massey JB, Bayrak O, Jirsa JO. Investigation of Interface Shear Transfer Using Push- Through Tests Aci Structural Journal. 114: 173-185. DOI: 10.14359/51689162 |
0.309 |
|
| 2016 |
Sun W, Jirsa JO, Ghannoum WM. Behavior of anchored carbon fiber-reinforced polymer strips used for strengthening concrete structures Aci Materials Journal. 113: 163-172. DOI: 10.14359/51688637 |
0.485 |
|
| 2015 |
Kim IS, Jirsa JO, Bayrak O. Use of carbon fiber-reinforced polymer to provide continuity in reinforced concrete beams under dynamic loading Aci Structural Journal. 112: 383-395. DOI: 10.14359/51687423 |
0.49 |
|
| 2015 |
Kim Y, Ghannoum WM, Jirsa JO. Shear behavior of full-scale reinforced concrete T-beams strengthened with CFRP strips and anchors Construction and Building Materials. 94: 1-9. DOI: 10.1016/J.Conbuildmat.2015.06.005 |
0.423 |
|
| 2015 |
Huaco GD, Jirsa JO. Modeling the performance of rehabilitated extremely damaged concrete columns and a masonry wall for analysis and design Improving the Seismic Performance of Existing Buildings and Other Structures 2015 - Proceedings of the 2nd Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 159-172. |
0.501 |
|
| 2014 |
Kwon KY, Foreman JM, Azimov UU, Klingner RE, Bayrak O, Jirsa JO. Control of cracking in precast, prestressed concrete panels for bridge decks Aci Structural Journal. 111: 1461-1467. DOI: 10.14359/51687164 |
0.452 |
|
| 2014 |
Kim Y, Quinn K, Ghannoum WM, Jirsa JO. Strengthening of reinforced concrete T-beams using anchored CFRP materials Aci Structural Journal. 111: 1027-1036. DOI: 10.14359/51686805 |
0.487 |
|
| 2013 |
Kim I, Jirsa JO, Bayrak O. Anchorage of carbon fiber-reinforced polymer on side faces of reinforced concrete beams to provide continuity Aci Structural Journal. 110: 1089-1098. DOI: 10.14359/51686163 |
0.462 |
|
| 2012 |
Larson NA, Bayrak O, Jirsa JO. Effects of alkali-silica reaction and delayed ettringite formation on anchorage of prestressing strands in trapezoidal box beams with dapped ends Pci Journal. 57: 119-131. DOI: 10.15554/Pcij.06012012.119.131 |
0.398 |
|
| 2011 |
Kim IS, Jirsa JO, Bayrak O. Use of carbon fiber-reinforced polymer anchors to repair and strengthen lap splices of reinforced concrete columns Aci Structural Journal. 108: 630-640. DOI: 10.14359/51683220 |
0.492 |
|
| 2011 |
Kim Y, Quinn KT, Satrom CN, Ghannoum WM, Jirsa JO. Shear strengthening RC T-beams using CFRP laminates and anchors American Concrete Institute, Aci Special Publication. 1: 623-639. |
0.491 |
|
| 2011 |
Huaco GD, Jirsa JO, Bayrak O. Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation American Concrete Institute, Aci Special Publication. 2: 695-711. |
0.389 |
|
| 2010 |
Widianto, Bayrak O, Jirsa JO, Tian Y. Seismic rehabilitation of slab-column connections Aci Structural Journal. 107: 237-247. DOI: 10.14359/51663540 |
0.638 |
|
| 2010 |
Karpate H, Wheat HG, Jirsa JO, Fowler DW, Whitney DP. FRP-wrapped concrete in salt-containing environments Proceedings of the International Offshore and Polar Engineering Conference. 4: 339-345. |
0.365 |
|
| 2009 |
Seliem HM, Hosny A, Rizkalla S, Zia P, Briggs M, Miller S, Darwin D, Browning J, Glass GM, Hoyt K, Donnelly K, Jirsa JO. Bond characteristics of ASTM A1035 steel reinforcing bars Aci Structural Journal. 106: 530-539. DOI: 10.14359/56619 |
0.395 |
|
| 2009 |
Widianto, Bayrak O, Jirsa JO. Two-way shear strength of slab-column connections: Reexamination of ACI 318 provisions Aci Structural Journal. 106: 160-170. DOI: 10.14359/56354 |
0.556 |
|
| 2009 |
Tian Y, Jirsa JO, Bayrak O. Nonlinear modeling of slab-column connections under cyclic loading Aci Structural Journal. 106: 30-38. DOI: 10.14359/56281 |
0.413 |
|
| 2009 |
Bae S, Bayrak O, Jirsa JO, Klingner RE. Effect of alkali-silica reaction/delayed ettringite formation damage on behavior of deeply embedded anchor bolts Aci Structural Journal. 106: 848-857. DOI: 10.14359/51663186 |
0.453 |
|
| 2009 |
Orton S, Jirsa JO, Bayrak O. Carbon fiber-reinforced polymer for continuity in existing reinforced concrete buildings vulnerable to collapse Aci Structural Journal. 106: 608-616. DOI: 10.14359/51663101 |
0.471 |
|
| 2009 |
Wang R, Jirsa JO, Wood SL. Rehabilitation of precast industrial buildings using cables to develop diaphragm action Geotechnical, Geological and Earthquake Engineering. 10: 169-187. DOI: 10.1007/978-90-481-2681-1_9 |
0.384 |
|
| 2009 |
Jirsa JO, Kim IS. Use of CFRP to strengthen splices and provide continuity in reinforced concrete structures Geotechnical, Geological and Earthquake Engineering. 11: 21-34. DOI: 10.1007/978-90-481-2399-5_3 |
0.47 |
|
| 2008 |
Tian Y, Jirsa JO, Bayrak O. Strength evaluation of interior slab-column connections Aci Structural Journal. 105: 692-700. DOI: 10.14359/20097 |
0.552 |
|
| 2008 |
Tian Y, Jirsa JO, Bayrak O, Widianto, Argudo JF. Behavior of slab-column connections of existing flat-plate structures Aci Structural Journal. 105: 561-569. DOI: 10.14359/19939 |
0.558 |
|
| 2008 |
Orton SL, Jirsa JO, Bayrak O. Design considerations of carbon fiber anchors Journal of Composites For Construction. 12: 608-616. DOI: 10.1061/(Asce)1090-0268(2008)12:6(608) |
0.349 |
|
| 2007 |
Karpate H, Wheat HG, Jirsa JO, Fowler DW, Whitney DP. The use of corrosion inhibitors in combination with composite frp wraps for reinforced concrete 47th Annual Conference of the Australasian Corrosion Association 2007: Corrosion Control 2007. 948-955. |
0.328 |
|
| 2006 |
Brown MD, Bayrak O, Jirsa JO. Design for shear based on loading conditions Aci Structural Journal. 103: 541-550. DOI: 10.14359/16430 |
0.505 |
|
| 2006 |
Thompson MK, Jirsa JO, Breen JE. Behavior and capacity of headed reinforcement Aci Structural Journal. 103: 522-530. DOI: 10.14359/16428 |
0.423 |
|
| 2006 |
Brown MD, Sankovich CL, Bayrak O, Jirsa JO. Behavior and efficiency of bottle-shaped struts Aci Structural Journal. 103: 348-355. DOI: 10.14359/15312 |
0.493 |
|
| 2006 |
Thompson MK, Ledesma A, Jirsa JO, Breen JE. Lap splices anchored by headed bars Aci Structural Journal. 103: 271-279. DOI: 10.14359/15185 |
0.409 |
|
| 2006 |
Thompson MK, Jirsa JO, Breen JE. CCT nodes anchored by headed bars - Part 2: Capacity of nodes Aci Structural Journal. 103: 65-73. DOI: 10.14359/15087 |
0.436 |
|
| 2006 |
Widianto, Tian Y, Argudo J, Bayrak O, Jirsa JO. Rehabilitation of earthquake-damaged reinforced concrete flat-plate slab-column connections for two-way shear 8th Us National Conference On Earthquake Engineering 2006. 9: 5370-5379. |
0.541 |
|
| 2005 |
Thompson MK, Ziehl MJ, Jirsa JO, Breen JE. CCT nodes anchored by headed bars - Part 1: Behavior of nodes Aci Structural Journal. 102: 808-815. DOI: 10.14359/14788 |
0.335 |
|
| 2005 |
Teran-Gilmore A, Jirsa JO. A damage model for practical seismic design that accounts for low cycle fatigue Earthquake Spectra. 21: 803-832. DOI: 10.1193/1.1979500 |
0.402 |
|
| 2001 |
Wheat HG, Jirsa JO, Fowler DW, Berver E. Corrosion Damage in Composite-Wrapped Structures High Performance Materials in Bridges. 97-105. |
0.335 |
|
| 1999 |
Choi DU, Fowler DW, Jirsa JO. Interface shear strength of concrete at early ages Aci Structural Journal. 96: 343-347. DOI: 10.14359/667 |
0.377 |
|
| 1999 |
Choi DU, Jirsa JO, Fowler DW. Shear transfer across interface between new and existing concretes using large powder-driven nails Aci Structural Journal. 96: 183-192. DOI: 10.14359/609 |
0.419 |
|
| 1999 |
Valluvan R, Kreger ME, Jirsa JO. Evaluation of ACI 318-95 shear-friction provisions Aci Structural Journal. 96: 473-481. |
0.372 |
|
| 1999 |
Aboutaha RS, Engelhardt MD, Jirsa JO, Kreger ME. Rehabilitation of shear critical concrete columns by use of rectangular steel jackets Aci Structural Journal. 96: 68-78. |
0.482 |
|
| 1999 |
DeVries RA, Jirsa JO, Bashandy T. Anchorage capacity in concrete of headed reinforcement with shallow embedments Aci Structural Journal. 96: 728-736. |
0.45 |
|
| 1999 |
Unal MA, Jirsa JO, Wheat HG, Fowler DW. Use of composites in the rehabilitation of concrete structures Proceedings of the International Offshore and Polar Engineering Conference. 4: 249-252. |
0.326 |
|
| 1999 |
Aboutaha RS, Engelhardt MD, Jirsa JO, Kreger ME. Experimental investigation of seismic repair of lap splice failures in damaged concrete columns Aci Structural Journal. 96: 297-306. |
0.501 |
|
| 1999 |
Unal MA, Jirsa JO, Wheat HG, Fowler DW. The use of composites in the rehabilitation of concrete structures Proceedings of the 1999 Ninth International Offshore and Polar Engineering Conference (Volume 4), Brest, France, 30 May - 4 June 1999. 249-252. |
0.326 |
|
| 1998 |
Civjan SA, Jirsa JO, Carrasquillo RL, Fowler DW. Instrument to evaluate remaining prestress in damaged prestressed concrete bridge girders Pci Journal. 43: 62-69. DOI: 10.15554/Pcij.03011998.62.71 |
0.312 |
|
| 1998 |
Roger Li Y, Jirsa JO. Nonlinear analyses of an instrumented structure damaged in the 1994 Northridge earthquake Earthquake Spectra. 14: 265-283. DOI: 10.1193/1.1585999 |
0.477 |
|
| 1998 |
Civjan SA, Jirsa JO, Carrasquillo RL, Fowler DW. Instrument to determine prestress remaining in a damaged bridge girder Proceedings of Spie - the International Society For Optical Engineering. 3400: 338-342. DOI: 10.1117/12.300104 |
0.319 |
|
| 1996 |
Frosch RJ, Li W, Jirsa JO, Kreger ME. Retrofit of non-ductile moment-resisting frames using precast infill wall panels Earthquake Spectra. 12: 741-760. DOI: 10.1193/1.1585908 |
0.68 |
|
| 1996 |
Aboutaha RS, Engelhardt MU, Jirsa JO, Kreger MF. Retrofit of concrete columns with inadequate lap splices by the use of rectangular steel jackets Earthquake Spectra. 12: 693-714. |
0.494 |
|
| 1995 |
Pincheira JA, Jirsa JO. Seismic response of RC frames retrofitted with steel braces or walls Journal of Structural Engineering (United States). 121: 1225-1235. DOI: 10.1061/(Asce)0733-9445(1995)121:8(1225) |
0.491 |
|
| 1994 |
Jirsa JO. Divergent Issues in Rehabilitation of Existing Buildings Earthquake Spectra. 10: 95-112. DOI: 10.1193/1.1585763 |
0.436 |
|
| 1993 |
Bouadi A, Engelhardt MD, Jirsa JO, Kreger ME. Use of eccentric steel bracing for strengthening of R/C frames Structural Engineering in Natural Hazards Mitigation. 307-312. |
0.438 |
|
| 1993 |
Aboutaha RS, Engelhardt MD, Jirsa JO, Kreger ME. Seismic strengthening of R/C columns using steel jackets Structural Engineering in Natural Hazards Mitigation. 301-306. |
0.474 |
|
| 1991 |
Bush TD, Wyllie LA, Jirsa JO. Observations on Two Seismic Strengthening Schemes for Concrete Frames Earthquake Spectra. 7: 511-527. DOI: 10.1193/1.1585640 |
0.521 |
|
| 1991 |
Lamport WB, Jirsa JO, Yura JA. Strength and behavior of grouted pile-to-sleeve connections Journal of Structural Engineering (United States). 117: 2477-2498. DOI: 10.1061/(Asce)0733-9445(1991)117:8(2477) |
0.752 |
|
| 1991 |
Bush TD, Jones EA, Jirsa JO. Behavior of RC frame strengthened using structural steel bracing Journal of Structural Engineering (United States). 117: 1115-1126. DOI: 10.1061/(ASCE)0733-9445(1991)117:4(1115) |
0.587 |
|
| 1990 |
Badoux M, Jirsa JO. Steel bracing of RC frames for seismic retrofitting Journal of Structural Engineering (United States). 116: 55-74. DOI: 10.1061/(ASCE)0733-9445(1990)116:1(55) |
0.532 |
|
| 1989 |
Sheikh TM, Deierlein GG, Yura JA, Jirsa JO. Beam-column moment connections for composite frames: Part 1 Journal of Structural Engineering (United States). 115: 2858-2876. DOI: 10.1061/(ASCE)0733-9445(1989)115:11(2858) |
0.695 |
|
| 1986 |
Leon R, Jirsa JO. Bidirectional Loading Of R. C. Beam-Column Joints. Earthquake Spectra. 2: 537-564. DOI: 10.1193/1.1585397 |
0.555 |
|
| 1986 |
Bush TD, Roach CE, Jones EA, Jirsa JO. BEHAVIOR OF A STRENGTHENED REINFORCED CONCRETE FRAME . 1203-1214. |
0.564 |
|
| 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 |
|
| 1984 |
Umehara H, Jirsa JO. Short rectangular RC columns under bidirectional loadings Journal of Structural Engineering (United States). 110: 605-618. DOI: 10.1061/(ASCE)0733-9445(1984)110:3(605) |
0.505 |
|
| 1984 |
Woodward KA, Jirsa JO. Influence of reinforcement on RC short column lateral resistance Journal of Structural Engineering (United States). 110: 90-104. DOI: 10.1061/(ASCE)0733-9445(1984)110:1(90) |
0.519 |
|
| 1984 |
Maruyama K, Ramirez H, Jirsa JO. Short RC columns under bilateral load histories Journal of Structural Engineering (United States). 110: 120-137. DOI: 10.1061/(ASCE)0733-9445(1984)110:1(120) |
0.521 |
|
| 1982 |
Umehara H, Jirsa JO. SHEAR STRENGTH OF SHORT RC COLUMNS . 4: 197-207. |
0.438 |
|
| 1980 |
Jirsa JO, Maruyama K, Ramirez H. INFLUENCE OF LOAD HISTORY ON THE SHEAR BEHAVIOR OF SHORT RC COLUMNS . 6: 339-346. |
0.458 |
|
| 1980 |
Burguieres ST, Longwell JE, Jirsa JO. SHEAR AND BOND DETERIORATION IN BEAM-COLUMN JOINTS UNDER BIDIRECTIONAL LOAD REVERSALS. . 6: 363-370. |
0.4 |
|
| 1978 |
Thompson MA, Jirsa JO, Breen JE, Meinheit DF. BEHAVIOR OF MULTIPLE LAP SPLICES IN WIDE SECTIONS J Am Concr Inst. 76. DOI: 10.14359/6945 |
0.433 |
|
| 1977 |
Orangun CO, Jirsa JO, Breen JE. REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES J Am Concr Inst. 74: 114-122. |
0.318 |
|
| 1975 |
Minor J, Jirsa JO. Behavior Of Bent Bar Anchorages. American Concrete Institute, Journal Of. 72: 141-149. DOI: 10.14359/11128 |
0.548 |
|
| 1973 |
Jirsa JO, Lee FH, Wilhoit JC, Merwin JE. OVALING OF PIPELINES UNDER PURE BENDING . 573-578. |
0.366 |
|
| 1972 |
Ismail MAF, Jirsa JO. BOND DETERIORATION IN REINFORCED CONCRETE SUBJECT TO LOW CYCLE LOADS J Am Concr Inst. 69: 334-343. |
0.39 |
|
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