Year |
Citation |
Score |
2020 |
Dudnik VS, Milliman LR, Parra-Montesinos GJ. Shear Behavior of Prestressed Steel-Fiber-Reinforced Concrete Hollow-Core Slabs Pci Journal. 62. DOI: 10.15554/Pcij62.4-02 |
0.621 |
|
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 |
0.881 |
|
2018 |
Chehab AI, Eamon CD, Parra-Montesinos GJ, Dam TX. Shear Testing and Modeling of AASHTO Type II Prestressed Concrete Bridge Girders Aci Structural Journal. 115: 801-811. DOI: 10.14359/51701917 |
0.444 |
|
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 |
0.874 |
|
2015 |
Matzke EM, Lequesne RD, Parra-Montesinos GJ, Shield CK. Behavior of biaxially loaded slab-column connections with shear studs Aci Structural Journal. 112: 335-346. DOI: 10.14359/51687408 |
0.84 |
|
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 |
0.865 |
|
2014 |
Wille K, Tue NV, Parra-Montesinos GJ. Fiber distribution and orientation in UHP-FRC beams and their effect on backward analysis Materials and Structures/Materiaux Et Constructions. 47: 1825-1838. DOI: 10.1617/s11527-013-0153-y |
0.56 |
|
2014 |
Aviram A, Stojadinovic B, Parra-Montesinos GJ. High-performance fiber-reinforced concrete bridge columns under bidirectional cyclic loading Aci Structural Journal. 111: 303-312. DOI: 10.14359/51686522 |
0.634 |
|
2013 |
Athanasopoulou A, Parra-Montesinos G. Experimental Study on the Seismic Behavior of High- Performance Fiber-Reinforced Concrete Low-Rise Walls Aci Structural Journal. 110: 767-778. DOI: 10.14359/51685830 |
0.827 |
|
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 |
0.885 |
|
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. |
0.901 |
|
2012 |
Wille K, Naaman AE, El-Tawil S, Parra-Montesinos GJ. Ultra-high performance concrete and fiber reinforced concrete: Achieving strength and ductility without heat curing Materials and Structures/Materiaux Et Constructions. 45: 309-324. DOI: 10.1617/S11527-011-9767-0 |
0.721 |
|
2012 |
Wille K, Parra-Montesinos GJ. Effect of beam size, casting method, and support conditions on flexural behavior of ultra-high-performance fiber-reinforced concrete Aci Materials Journal. 109: 379-388. DOI: 10.14359/51683829 |
0.662 |
|
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 |
0.771 |
|
2012 |
Parra-Montesinos GJ, Reinhardt HW, Naaman AE. Preface Rilem Bookseries. 2. |
0.447 |
|
2012 |
Parra-Montesinos GJ, Reinhardt HW, Naaman AE. High Performance Fiber Reinforced Cement Composites 6 Rilem Bookseries. 2. |
0.668 |
|
2011 |
Wille K, Naaman AE, Parra-Montesinos GJ. Ultra-high performance Concrete with compressive strength exceeding 150 MPa (22 ksi): A simpler way Aci Materials Journal. 108: 46-54. DOI: 10.14359/51664215 |
0.668 |
|
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 |
0.897 |
|
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 |
0.9 |
|
2010 |
Cheng MY, Parra-Montesinos GJ. Evaluation of steel fiber reinforcement for punching shear resistance in slab-column connections-Part II: Lateral displacement reversals Aci Structural Journal. 107: 110-118. DOI: 10.14359/51663395 |
0.776 |
|
2010 |
Cheng MY, Parra-Montesinos GJ. Evaluation of steel fiber reinforcement for punching shear resistance in slab-column connections- part I: Monotonically increased load Aci Structural Journal. 107: 101-109. DOI: 10.14359/51663394 |
0.759 |
|
2010 |
Cheng MY, Parra-Montesinos GJ, Shield CK. Shear strength and drift capacity of fiber-reinforced concrete slab-column connections subjected to biaxial displacements Journal of Structural Engineering. 136: 1078-1088. DOI: 10.1061/(Asce)St.1943-541X.0000213 |
0.637 |
|
2010 |
Sirijaroonchai K, El-Tawil S, Parra-Montesinos G. Behavior of high performance fiber reinforced cement composites under multi-axial compressive loading Cement & Concrete Composites. 32: 62-72. DOI: 10.1016/J.Cemconcomp.2009.09.003 |
0.517 |
|
2010 |
Chao SH, Naaman AE, Parra-Montesinos GJ. Local bond stress-slip models for reinforcing bars and prestressing strands in high-peformance fiber-reinforced cement composites American Concrete Institute, Aci Special Publication. 151-171. |
0.707 |
|
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. |
0.879 |
|
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. |
0.863 |
|
2009 |
Chao SH, Naaman AE, Parra-Montesinos GJ. Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites Aci Structural Journal. 106: 897-906. DOI: 10.14359/51663191 |
0.726 |
|
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. |
0.885 |
|
2007 |
Naaman AE, Likhitruangsilp V, Parra-Montesinos G. Punching shear response of high-performance fiber-reinforced cementitious composite slabs Aci Structural Journal. 104: 170-179. DOI: 10.14359/18529 |
0.856 |
|
2007 |
Parra-Montesinos GJ, Chompreda P. Deformation capacity and shear strength of fiber-reinforced cement composite flexural members subjected to displacement reversals Journal of Structural Engineering. 133: 421-431. DOI: 10.1061/(Asce)0733-9445(2007)133:3(421) |
0.848 |
|
2006 |
Chao SH, Naaman AE, Parra-Montesinos GJ. Bond behavior of strand embedded in fiber reinforced cementitious composites Pci Journal. 51: 56-71. DOI: 10.15554/Pcij.11012006.56.71 |
0.706 |
|
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 |
0.867 |
|
2006 |
Parra-Montesinos GJ, Bobet A, Ramirez JA. Evaluation of soil-structure interaction and structural collapse in Daikai subway station during Kobe earthquake Aci Structural Journal. 103: 113-122. DOI: 10.14359/15092 |
0.496 |
|
2006 |
Parra-Montesinos GJ, Goel SC, Kim KY. Behavior of steel double-channel built-up chords of special truss moment frames under reversed cyclic bending Journal of Structural Engineering. 132: 1343-1351. DOI: 10.1061/(Asce)0733-9445(2006)132:9(1343) |
0.383 |
|
2006 |
Fargier-Gabaldón LB, Parra-Montesinos GJ. Behavior of reinforced concrete column-steel beam roof level T-connections under displacement reversals Journal of Structural Engineering. 132: 1041-1051. DOI: 10.1061/(Asce)0733-9445(2006)132:7(1041) |
0.628 |
|
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. |
0.856 |
|
2006 |
Parra-Montesinos GJ, Bobet A, Ramirez JA. Soil-structure interaction in Daikai Subway station during Kobe earth quake 8th Us National Conference On Earthquake Engineering 2006. 12: 6998-7007. |
0.325 |
|
2006 |
Parra-Montesinos GJ, Afsin Canbolat B, Jeyaraman GR. Relaxation of confinement reinforcement requirements in structural walls through the use of fiber reinforced cement composites 8th Us National Conference On Earthquake Engineering 2006. 6: 3128-3137. |
0.515 |
|
2006 |
Parra-Montesinos GJ, Chompreda P. Use of high-performance fiber reinforced cement composites for increasing shear strength and displacement capacity in reinforced concrete flexural members 8th Us National Conference On Earthquake Engineering 2006. 7: 4045-4054. |
0.867 |
|
2005 |
Parra-Montesinos GJ. High-performance fiber-reinforced cement composites: An alternative for seismic design of structures Aci Structural Journal. 102: 668-675. DOI: 10.14359/14662 |
0.729 |
|
2005 |
Parra-Montesinos GJ, Peterfreund SW, Chao SH. Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites Aci Structural Journal. 102: 487-495. DOI: 10.14359/14421 |
0.747 |
|
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 |
0.834 |
|
2005 |
Parra-Montesinos GJ, Dasgupta P, Goel SC. Development of connections between hybrid steel truss-FRC beams and RC columns for precast earthquake-resistant framed construction Engineering Structures. 27: 1931-1941. DOI: 10.1016/J.Engstruct.2005.06.017 |
0.803 |
|
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. |
0.834 |
|
2004 |
Liang X, Parra-Montesinos GJ. Seismic behavior of reinforced concrete column-steel beam subassemblies and frame systems Journal of Structural Engineering. 130: 310-319. DOI: 10.1061/(Asce)0733-9445(2004)130:2(310) |
0.633 |
|
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 |
0.865 |
|
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 |
0.883 |
|
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) |
0.852 |
|
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) |
0.877 |
|
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