| Year |
Citation |
Score |
| 2020 |
Zengin E, Abrahamson NA, Kunnath S. Isolating the effect of ground-motion duration on structural damage and collapse of steel frame buildings Earthquake Spectra. 36: 718-740. DOI: 10.1177/8755293019891720 |
0.452 |
|
| 2020 |
Li C, Kunnath S, Zhai C. Influence of Early-Arriving Pulse-Like Ground Motions on Ductility Demands of Single-Degree-of-Freedom Systems Journal of Earthquake Engineering. 24: 1337-1360. DOI: 10.1080/13632469.2018.1466744 |
0.302 |
|
| 2020 |
Wang JH, Kunnath S, He J, Xiao Y. Post-Earthquake Fire Resistance of Circular Concrete-Filled Steel Tubular Columns Journal of Structural Engineering-Asce. 146: 4020105. DOI: 10.1061/(Asce)St.1943-541X.0002632 |
0.438 |
|
| 2020 |
Kenawy M, Kunnath S, Kolwankar S, Kanvinde A. Concrete Uniaxial Nonlocal Damage-Plasticity Model for Simulating Post-Peak Response of Reinforced Concrete Beam-Columns under Cyclic Loading Journal of Structural Engineering-Asce. 146: 4020052. DOI: 10.1061/(Asce)St.1943-541X.0002592 |
0.523 |
|
| 2020 |
Kunnath SK. Discussion of “Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars” by G. Loporcaro, S. Pampanin, and M. V. Kral Journal of Structural Engineering-Asce. 146: 7019010. DOI: 10.1061/(Asce)St.1943-541X.0002520 |
0.313 |
|
| 2020 |
Kolwankar S, Kanvinde A, Kenawy M, Lignos D, Kunnath S. Simulating Cyclic Local Buckling–Induced Softening in Steel Beam-Columns Using a Nonlocal Material Model in Displacement-Based Fiber Elements Journal of Structural Engineering-Asce. 146: 4019174. DOI: 10.1061/(Asce)St.1943-541X.0002457 |
0.416 |
|
| 2020 |
Li C, Zuo Z, Kunnath S, Chen L. Orientation of the strongest velocity pulses and the maximum structural response to pulse-like ground motions Soil Dynamics and Earthquake Engineering. 136: 106240. DOI: 10.1016/J.Soildyn.2020.106240 |
0.361 |
|
| 2020 |
Li C, Kunnath S, Zuo Z, Peng W, Zhai C. Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures Soil Dynamics and Earthquake Engineering. 130: 105997. DOI: 10.1016/J.Soildyn.2019.105997 |
0.4 |
|
| 2020 |
Yue JG, Kunnath SK, Xiao Y. Uniaxial concrete tension damage evolution using acoustic emission monitoring Construction and Building Materials. 232: 117281. DOI: 10.1016/J.Conbuildmat.2019.117281 |
0.419 |
|
| 2019 |
Li C, Zhai C, Kunnath S, Ji D. Methodology for selection of the most damaging ground motions for nuclear power plant structures Soil Dynamics and Earthquake Engineering. 116: 345-357. DOI: 10.1016/J.Soildyn.2018.09.039 |
0.459 |
|
| 2019 |
Shan L, Petrone F, Kunnath S. Robustness of RC buildings to progressive collapse: Influence of building height Engineering Structures. 183: 690-701. DOI: 10.1016/J.Engstruct.2019.01.052 |
0.495 |
|
| 2018 |
Kenawy M, Kunnath S, Kolwankar S, Kanvinde A. Fiber-Based Nonlocal Formulation for Simulating Softening in Reinforced Concrete Beam-Columns Journal of Structural Engineering-Asce. 144: 4018217. DOI: 10.1061/(Asce)St.1943-541X.0002218 |
0.412 |
|
| 2018 |
Kolwankar S, Kanvinde A, Kenawy M, Lignos D, Kunnath S. Simulating Local Buckling-Induced Softening in Steel Members Using an Equivalent Nonlocal Material Model in Displacement-Based Fiber Elements Journal of Structural Engineering-Asce. 144: 4018192. DOI: 10.1061/(Asce)St.1943-541X.0002189 |
0.339 |
|
| 2018 |
Kunnath SK, Bao Y, El-Tawil S. Advances in Computational Simulation of Gravity-Induced Disproportionate Collapse of RC Frame Buildings Journal of Structural Engineering-Asce. 144: 3117003. DOI: 10.1061/(Asce)St.1943-541X.0001938 |
0.665 |
|
| 2018 |
Zhao D, Yi W, Kunnath SK. Numerical simulation and shear resistance of reinforced concrete beams under impact Engineering Structures. 166: 387-401. DOI: 10.1016/J.Engstruct.2018.03.072 |
0.44 |
|
| 2017 |
Swensen DJ, Kunnath SK. Consequences of Modeling Choices in Seismic Performance Assessment of Buildings Earthquake Spectra. 34: 423-440. DOI: 10.1193/030217Eqs044Ep |
0.473 |
|
| 2017 |
Kolwankar S, Kanvinde A, Kenawy M, Kunnath S. Uniaxial Nonlocal Formulation for Geometric Nonlinearity–Induced Necking and Buckling Localization in a Steel Bar Journal of Structural Engineering-Asce. 143: 4017091. DOI: 10.1061/(Asce)St.1943-541X.0001827 |
0.328 |
|
| 2017 |
Zhao D, Yi W, Kunnath SK. Shear Mechanisms in Reinforced Concrete Beams under Impact Loading Journal of Structural Engineering-Asce. 143: 4017089. DOI: 10.1061/(Asce)St.1943-541X.0001818 |
0.393 |
|
| 2017 |
Lucchini A, Franchin P, Kunnath S. Failure simulation of shear-critical RC columns with non-ductile detailing under lateral load Earthquake Engineering & Structural Dynamics. 46: 855-874. DOI: 10.1002/Eqe.2836 |
0.483 |
|
| 2016 |
Fascetti A, Kunnath SK, Nisticò N. Disproportionate Collapse Simulations Applied Mechanics and Materials. 847: 87-94. DOI: 10.4028/Www.Scientific.Net/Amm.847.87 |
0.429 |
|
| 2016 |
Yi WJ, Zhao DB, Kunnath SK. Simplified approach for assessing shear resistance of reinforced concrete beams under impact loads Aci Structural Journal. 113: 747-756. DOI: 10.14359/51688617 |
0.453 |
|
| 2016 |
Ahmadi A, Kunnath SK, Abrahamson N. Influence of Dominant Response Modes on Structural Seismic Demand Modeling Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001354 |
0.746 |
|
| 2016 |
Petrone F, Shan L, Kunnath SK. Modeling of RC Frame Buildings for Progressive Collapse Analysis International Journal of Concrete Structures and Materials. 10. DOI: 10.1007/S40069-016-0126-Y |
0.523 |
|
| 2015 |
Xiao Y, Kunnath S, Li FW, Zhao YB, Lew HS, Bao Y. Collapse Test of Three-Story Half-Scale Reinforced Concrete Frame Building Aci Structural Journal. 112: 429-438. DOI: 10.14359/51687746 |
0.662 |
|
| 2015 |
Zhang X, Xiao Y, Kunnath SK. State of the art and prospect of research on fire resistance behavior of reinforced concrete columns Journal of Natural Disasters. 24: 120-131. DOI: 10.13577/j.jnd.2015.0316 |
0.342 |
|
| 2015 |
Fascetti A, Kunnath SK, Nisticò N. Robustness evaluation of RC frame buildings to progressive collapse Engineering Structures. 86: 242-249. DOI: 10.1016/J.Engstruct.2015.01.008 |
0.467 |
|
| 2015 |
Kunnath SK. The genesis of IDARC and advances in macromodeling for nonlinear analysis of RC structures Geotechnical, Geological and Earthquake Engineering. 33: 29-42. DOI: 10.1007/978-3-319-06394-2__3 |
0.471 |
|
| 2014 |
Magna-Verdugo CE, Kunnath SK. Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3SJ19R8M |
0.367 |
|
| 2014 |
Khosravifar A, Boulanger RW, Kunnath SK. Design of extended pile shafts for the effects of liquefaction Earthquake Spectra. 30: 1775-1799. DOI: 10.1193/032512Eqs107M |
0.452 |
|
| 2014 |
Khosravifar A, Boulanger RW, Kunnath SK. Effects of liquefaction on inelastic demands on extended pile shafts Earthquake Spectra. 30: 1749-1773. DOI: 10.1193/032412Eqs105M |
0.378 |
|
| 2014 |
Heo YA, Kang TH-, Kunnath S. An Algorithm for the Probabilistic Risk Calculation of Dropped Objects: Application of the Pipeline Protection System of Offshore Platforms Computing in Civil and Building Engineering. 1320-1327. DOI: 10.1061/9780784413616.164 |
0.36 |
|
| 2014 |
Yi WJ, Zhang FZ, Kunnath SK. Progressive collapse performance of RC flat plate frame structures Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000963 |
0.481 |
|
| 2014 |
El-Tawil S, Li H, Kunnath S. Computational Simulation of Gravity-Induced Progressive Collapse of Steel-Frame Buildings: Current Trends and Future Research Needs Journal of Structural Engineering-Asce. 140. DOI: 10.1061/(Asce)St.1943-541X.0000897 |
0.336 |
|
| 2014 |
Zong Z, Kunnath S, Monti G. Material Model Incorporating Buckling of Reinforcing Bars in RC Columns Journal of Structural Engineering-Asce. 140: 4013032-4013032. DOI: 10.1061/(Asce)St.1943-541X.0000808 |
0.722 |
|
| 2014 |
Bao Y, Lew HS, Kunnath SK. Modeling of reinforced concrete assemblies under column-removal scenario Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000773 |
0.689 |
|
| 2014 |
Deng L, Kutter BL, Kunnath SK. Seismic design of rocking shallow foundations: Displacement-based methodology Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000616 |
0.497 |
|
| 2014 |
Guo PX, Xiao Y, Kunnath SK. Performance of laterally loaded H-piles in sand Soil Dynamics and Earthquake Engineering. 67: 316-325. DOI: 10.1016/J.Soildyn.2014.10.007 |
0.398 |
|
| 2014 |
Quaranta G, Kunnath SK, Sukumar N. Corrigendum to "Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures" [eng. struct. 42 (2012) 179-189] Engineering Structures. 60: 1. DOI: 10.1016/J.Engstruct.2013.12.011 |
0.453 |
|
| 2014 |
Li F, Xiao Y, Zhao Y, Kunnath SK, Lew HS. Experimental and analytical study on progressive collapse of RC frame with sudden side columns removal Tumu Gongcheng Xuebao/China Civil Engineering Journal. 47: 9-18. |
0.408 |
|
| 2013 |
Kunnath SK, Ahmadi A. Selection of Ground Motions for Performance-Based Seismic Assessment of Structures Advanced Materials Research. 111-117. DOI: 10.4028/Www.Scientific.Net/Amr.639-640.111 |
0.717 |
|
| 2013 |
Zong Z, Kunnath S, Monti G. Simulation of reinforcing bar buckling in circular reinforced concrete columns Aci Structural Journal. 110: 607-616. DOI: 10.14359/51685746 |
0.71 |
|
| 2013 |
Liu W, Hutchinson TC, Kutter BL, Hakhamaneshi M, Aschheim MA, Kunnath SK. Demonstration of compatible yielding between soil-foundation and superstructure components Journal of Structural Engineering (United States). 139: 1408-1420. DOI: 10.1061/(Asce)St.1943-541X.0000637 |
0.541 |
|
| 2013 |
Dutta SC, Kunnath SK. Effect of bidirectional interaction on seismic demand of structures Soil Dynamics and Earthquake Engineering. 52: 27-39. DOI: 10.1016/J.Soildyn.2013.04.008 |
0.481 |
|
| 2013 |
Santoro MG, Kunnath SK. Damage-based RC beam element for nonlinear structural analysis Engineering Structures. 49: 733-742. DOI: 10.1016/J.Engstruct.2012.12.026 |
0.526 |
|
| 2013 |
Heo YA, Kunnath SK. Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames International Journal of Concrete Structures and Materials. 7: 175-182. DOI: 10.1007/S40069-013-0046-Z |
0.518 |
|
| 2012 |
Yi WJ, Li P, Kunnath SK. Experimental studies on confinement effect of steel hoops in concrete columns Aci Structural Journal. 109: 3-10. DOI: 10.14359/51683488 |
0.441 |
|
| 2012 |
Deng L, Kutter BL, Kunnath SK. Probabilistic Seismic Performance of Rocking-Foundation and Hinging-Column Bridges Earthquake Spectra. 28: 1423-1446. DOI: 10.1193/1.4000093 |
0.414 |
|
| 2012 |
Deng L, Kutter BL, Kunnath SK. Effects of ground motion characteristics on seismic response of rocking-foundation bridges Geotechnical Special Publication. 1750-1759. DOI: 10.1061/9780784412121.180 |
0.312 |
|
| 2012 |
D’Amato M, Braga F, Gigliotti R, Kunnath S, Laterza M. Validation of a Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures Journal of Structural Engineering-Asce. 138: 1351-1360. DOI: 10.1061/(Asce)St.1943-541X.0000588 |
0.469 |
|
| 2012 |
Braga F, Gigliotti R, Laterza M, D’Amato M, Kunnath S. Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures Journal of Structural Engineering-Asce. 138: 1342-1350. DOI: 10.1061/(Asce)St.1943-541X.0000587 |
0.471 |
|
| 2012 |
Deng L, Kutter BL, Kunnath SK. Centrifuge modeling of bridge systems designed for rocking foundations Journal of Geotechnical and Geoenvironmental Engineering. 138: 335-344. DOI: 10.1061/(Asce)Gt.1943-5606.0000605 |
0.377 |
|
| 2012 |
Quaranta G, Kunnath SK, Sukumar N. Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures Engineering Structures. 42: 179-189. DOI: 10.1016/J.Engstruct.2012.04.020 |
0.479 |
|
| 2012 |
Xiao Y, Guo YR, Zhu PS, Kunnath S, Martin GR. Networked pseudodynamic testing of bridge pier and precast pile foundation Engineering Structures. 38: 32-41. DOI: 10.1016/J.Engstruct.2011.12.020 |
0.472 |
|
| 2012 |
D'Amato M, Braga F, Gigliotti R, Kunnath S, Laterza M. A numerical general-purpose confinement model for non-linear analysis of R/C members Computers & Structures. 102: 64-75. DOI: 10.1016/J.Compstruc.2012.03.007 |
0.469 |
|
| 2012 |
Gulerce Z, Erduran E, Kunnath SK, Abrahamson NA. Seismic demand models for probabilistic risk analysis of near fault vertical ground motion effects on ordinary highway bridges Earthquake Engineering and Structural Dynamics. 41: 159-175. DOI: 10.1002/Eqe.1123 |
0.498 |
|
| 2011 |
Yi WJ, Kunnath SK, Zhang FZ, Xiao Y. Large-scale experimental evaluation of building system response to sudden column removal Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 2353-2357. DOI: 10.1061/41171(401)204 |
0.384 |
|
| 2011 |
Heo Y, Kunnath SK, Abrahamson N. Amplitude-scaled versus spectrum-matched ground motions for seismic performance assessment Journal of Structural Engineering. 137: 278-288. DOI: 10.1061/(Asce)St.1943-541X.0000340 |
0.463 |
|
| 2011 |
Mahan M, Dafalias YF, Taiebat M, Heo Y, Kunnath SK. SANISTEEL: Simple anisotropic steel plasticity model Journal of Structural Engineering. 137: 185-194. DOI: 10.1061/(Asce)St.1943-541X.0000297 |
0.38 |
|
| 2011 |
Lucchini A, Monti G, Kunnath S. Nonlinear Response of Two-Way Asymmetric Single-Story Building under Biaxial Excitation Journal of Structural Engineering-Asce. 137: 34-40. DOI: 10.1061/(Asce)St.1943-541X.0000266 |
0.473 |
|
| 2011 |
Xiao Y, Zhang Z, Hu J, Kunnath SK, Guo P. Seismic behavior of CFT column and steel pile footings Journal of Bridge Engineering. 16: 575-586. DOI: 10.1061/(Asce)Be.1943-5592.0000198 |
0.487 |
|
| 2010 |
Yi W, Kunnath SK, Sun X, Shi C, Tang F. Fatigue Behavior of Reinforced Concrete Beams with Corroded Steel Reinforcement Aci Structural Journal. 107: 526-533. DOI: 10.14359/51663903 |
0.432 |
|
| 2010 |
Erduran E, Kunnath SK. Enhanced displacement coefficient method for degrading multi-degree-of- freedom systems Earthquake Spectra. 26: 311-326. DOI: 10.1193/1.3381157 |
0.409 |
|
| 2010 |
Kunnath S, Heo Y. Closure to "nonlinear uniaxial material model for reinforcing steel bars" by Sashi K. Kunnath, YeongAe Heo, and Jon F. Mohle Journal of Structural Engineering. 136: 918-920. DOI: 10.1061/(Asce)St.1943-541X.0000197 |
0.327 |
|
| 2010 |
Bao Y, Kunnath SK. Simplified progressive collapse simulation of RC frame-wall structures Engineering Structures. 32: 3153-3162. DOI: 10.1016/J.Engstruct.2010.06.003 |
0.711 |
|
| 2010 |
Zhao H, Kunnath SK, Yuan Y. Simplified nonlinear response simulation of composite steel-concrete beams and CFST columns Engineering Structures. 32: 2825-2831. DOI: 10.1016/J.Engstruct.2010.04.050 |
0.472 |
|
| 2010 |
Heo Y, Kunnath SK. Damage measures for performance-based seismic evaluation of RC frame structures 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 1: 720-727. |
0.391 |
|
| 2010 |
Yi WJ, Kunnath SK, Sun XD, Shi CJ, Tang FJ. Fatigue behavior of reinforced concrete beams with corroded steel reinforcement Aci Structural Journal. 107: 526-533. |
0.329 |
|
| 2009 |
Zhang GW, Xiao Y, Kunnath S. Low-Cycle Fatigue Damage of Circular Concrete-Filled-Tube Columns Aci Structural Journal. 106: 151-159. DOI: 10.14359/56353 |
0.474 |
|
| 2009 |
Heo Y, Kunnath SK. Sensitivity to constitutive modeling in fiber-based discretization of reinforced concrete members for performance-based seismic evaluation Advances in Structural Engineering. 12: 37-51. DOI: 10.1260/136943309787522623 |
0.524 |
|
| 2009 |
Aksoy D, Kunnath SK, Nguyen C. Earthquake pause and resume: Seismic accelerogram data aggregation for critical snapshots Ieee Communications Magazine. 47: 110-115. DOI: 10.1109/Mcom.2009.5350377 |
0.316 |
|
| 2009 |
Kunnath S, Erduran E. Closure to “Effect of Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings” by Sashi K. Kunnath, Emrah Erduran, Y. H. Chai, and Mark Yashinsky Journal of Bridge Engineering. 14: 412-413. DOI: 10.1061/(Asce)Be.1943-5592.0000051 |
0.356 |
|
| 2009 |
Yaw LL, Kunnath SK, Sukumar N. Meshfree method for inelastic frame analysis Journal of Structural Engineering. 135: 676-684. DOI: 10.1061/(Asce)0733-9445(2009)135:6(676) |
0.412 |
|
| 2009 |
Kunnath SK, Heo Y, Mohle JF. Nonlinear uniaxial material model for reinforcing steel bars Journal of Structural Engineering. 135: 335-343. DOI: 10.1061/(Asce)0733-9445(2009)135:4(335) |
0.466 |
|
| 2009 |
Kunnath SK. Review of The History of the Theory of Structures — From Arch Analysis to Computational Mechanics by Karl-Eugen Kurrer Journal of Structural Engineering-Asce. 135: 330-331. DOI: 10.1061/(Asce)0733-9445(2009)135:3(330) |
0.368 |
|
| 2009 |
Yaw LL, Sukumar N, Kunnath SK. Meshfree co-rotational formulation for two-dimensional continua International Journal For Numerical Methods in Engineering. 79: 979-1003. DOI: 10.1002/Nme.2606 |
0.329 |
|
| 2009 |
Lucchini A, Monti G, Kunnath S. Discussion by Humar and Fazileh of ‘Seismic behavior of single‐story asymmetric‐plan buildings under uniaxial excitation’, Earthquake Engineering and Structural Dynamics 2009; 38:1053–1070 Earthquake Engineering & Structural Dynamics. 39: 941-944. DOI: 10.1002/Eqe.981 |
0.398 |
|
| 2009 |
Lucchini A, Monti G, Kunnath S. Seismic behavior of single‐story asymmetric‐plan buildings under uniaxial excitation Earthquake Engineering & Structural Dynamics. 38: 1053-1070. DOI: 10.1002/Eqe.881 |
0.508 |
|
| 2008 |
Zhang GW, Xiao Y, Kunnath SK. Low-Cycle Fatigue Test of Circular Concrete Filled Tubular Columns Key Engineering Materials. 873-880. DOI: 10.4028/Www.Scientific.Net/Kem.400-402.873 |
0.501 |
|
| 2008 |
Heo YA, Zhang GW, Kunnath SK, Xiao Y. Modeling Cyclic Behavior of Reinforcing Steel: Relevance in Seismic Response Analysis of Reinforced Concrete Structures Key Engineering Materials. 301-309. DOI: 10.4028/Www.Scientific.Net/Kem.400-402.301 |
0.509 |
|
| 2008 |
Yi WJ, He QF, Xiao Y, Kunnath SK. Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures Aci Structural Journal. 105: 433-439. DOI: 10.14359/19857 |
0.518 |
|
| 2008 |
Kalkan E, Kunnath SK. Relevance of absolute and relative energy content in seismic evaluation of structures Advances in Structural Engineering. 11: 17-34. DOI: 10.1260/136943308784069469 |
0.676 |
|
| 2008 |
Kunnath SK, Erduran E, Chai YH, Yashinsky M. Effect of near-fault vertical ground motions on seismic response of highway overcrossings Journal of Bridge Engineering. 13: 282-290. DOI: 10.1061/(Asce)1084-0702(2008)13:3(282) |
0.473 |
|
| 2008 |
Bao Y, Kunnath SK, El-Tawil S, Lew HS. Macromodel-based simulation of progressive collapse: RC frame structures Journal of Structural Engineering. 134: 1079-1091. DOI: 10.1061/(ASCE)0733-9445(2008)134:7(1079) |
0.466 |
|
| 2008 |
Khandelwal K, El-Tawil S, Kunnath SK, Lew HS. Macromodel-based simulation of progressive collapse: Steel frame structures Journal of Structural Engineering. 134: 1070-1078. DOI: 10.1061/(Asce)0733-9445(2008)134:7(1070) |
0.477 |
|
| 2008 |
Kunnath SK. Errata for “Special Issue on Design and Analysis of Structures with Seismic Damping Systems” by Michael D. Symans Journal of Structural Engineering-Asce. 134: 1066-1066. DOI: 10.1061/(Asce)0733-9445(2008)134:6(1066) |
0.374 |
|
| 2008 |
Yi W, Zhou Y, Kunnath S, Xu B. Identification of localized frame parameters using higher natural modes Engineering Structures. 30: 3082-3094. DOI: 10.1016/J.Engstruct.2008.04.012 |
0.368 |
|
| 2008 |
Sorrentino L, Kunnath S, Monti G, Scalora G. Seismically induced one-sided rocking response of unreinforced masonry façades Engineering Structures. 30: 2140-2153. DOI: 10.1016/J.Engstruct.2007.02.021 |
0.484 |
|
| 2007 |
Kalkan E, Kunnath SK. Effective cyclic energy as a measure of seismic demand Journal of Earthquake Engineering. 11: 725-751. DOI: 10.1080/13632460601033827 |
0.703 |
|
| 2007 |
Yi WJ, Zhang HY, Kunnath SK. Probabilistic constant-strength ductility demand spectra Journal of Structural Engineering. 133: 567-575. DOI: 10.1061/(Asce)0733-9445(2007)133:4(567) |
0.501 |
|
| 2007 |
Kalkan E, Kunnath SK. Assessment of current nonlinear static procedures for seismic evaluation of buildings Engineering Structures. 29: 305-316. DOI: 10.1016/J.Engstruct.2006.04.012 |
0.761 |
|
| 2006 |
Kalkan E, Kunnath SK. Effects of fling step and forward directivity on seismic response of buildings Earthquake Spectra. 22: 367-390. DOI: 10.1193/1.2192560 |
0.702 |
|
| 2006 |
Kalkan E, Kunnath SK. Adaptive modal combination procedure for nonlinear static analysis of building structures Journal of Structural Engineering. 132: 1721-1731. DOI: 10.1061/(Asce)0733-9445(2006)132:11(1721) |
0.74 |
|
| 2006 |
Kunnath SK, Larson L, Miranda E. Modelling considerations in probabilistic performance-based seismic evaluation: Case study of the I-880 viaduct Earthquake Engineering and Structural Dynamics. 35: 57-75. DOI: 10.1002/Eqe.531 |
0.504 |
|
| 2006 |
Mohle JF, Kunnath SK. Modeling cyclic degrading behavior in reinforced concrete frame structures 8th Us National Conference On Earthquake Engineering 2006. 14: 8487-8496. |
0.372 |
|
| 2006 |
Kalkan E, Kunnath SK. Adaptive modal combination procedure for predicting seismic response of vertically irregular structural systems 8th Us National Conference On Earthquake Engineering 2006. 4: 2133-2142. |
0.413 |
|
| 2006 |
Zhang GW, Xiao Y, Kunnath SK. Low-cycle fatigue behavior of circular CFT columns Tubular Structures Xi - Proceedings of the 11th International Symposium and Iiw International Conference On Tubular Structures. 661-668. |
0.327 |
|
| 2005 |
Chai YH, Kunnath SK. Minimum thickness for ductile RC structural walls Engineering Structures. 27: 1052-1063. DOI: 10.1016/J.Engstruct.2005.02.004 |
0.47 |
|
| 2005 |
Feng X, Kunnath SK, Haowu L. Seismic behavior of concrete filled steel tubular arch structures Earthquake Engineering and Engineering Vibration. 4: 107-115. DOI: 10.1007/S11803-005-0029-4 |
0.514 |
|
| 2005 |
Kunnath SK, Kalkan E. IDA capacity curves: The need for alternative intensity factors Proceedings of the Structures Congress and Exposition. 1869-1877. |
0.364 |
|
| 2004 |
Brown J, Kunnath SK. Low-cycle fatigue failure of reinforcing steel bars Aci Materials Journal. 101: 457-466. DOI: 10.14359/13484 |
0.418 |
|
| 2004 |
Kunnath SK, Nghiem Q, El-Tawil S. Modeling and response prediction in performance-based seismic evaluation: Case studies of instrumented steel moment-frame buildings Earthquake Spectra. 20: 883-915. DOI: 10.1193/1.1774181 |
0.566 |
|
| 2004 |
Kunnath SK. Identification of modal combinations for nonlinear static analysis of building structures Computer-Aided Civil and Infrastructure Engineering. 19: 246-259. DOI: 10.1111/J.1467-8667.2004.00352.X |
0.499 |
|
| 2004 |
Kunnath SK, John A. Validity of static procedures in performance-based seismic design Structures Congress 2000: Advanced Technology in Structural Engineering. 103. DOI: 10.1061/40492(2000)37 |
0.429 |
|
| 2004 |
Jeremić B, Kunnath S, Xiong F. Influence of soil–foundation–structure interaction on seismic response of the I-880 viaduct Engineering Structures. 26: 391-402. DOI: 10.1016/J.Engstruct.2003.10.011 |
0.492 |
|
| 2004 |
Kunnath SK, Chai YH. Cumulative damage-based inelastic cyclic demand spectrum Earthquake Engineering and Structural Dynamics. 33: 499-520. DOI: 10.1002/Eqe.363 |
0.519 |
|
| 2004 |
Kalkan E, Kunnath SK. Lateral load distribution in nonlinear static procedures for seismic design Proceedings of the 2004 Structures Congress - Building On the Past: Securing the Future. 707-716. |
0.397 |
|
| 2003 |
Chai YH, Kunnath SK. Geometry of submerged funicular arches in cartesian coordinates Journal of Structural Engineering. 129: 1087-1092. DOI: 10.1061/(Asce)0733-9445(2003)129:8(1087) |
0.306 |
|
| 2003 |
Wills Rittenburg KA, Kunnath SK. Deflection of metal plate connected wood trusses with nontriangulated openings Journal of Structural Engineering. 129: 1546-1558. DOI: 10.1061/(Asce)0733-9445(2003)129:11(1546) |
0.355 |
|
| 2003 |
Kunnath SK, Jeremic B, Von Felten A, Bauer K. Simulation models for performance-based evaluation of the I-880 highway bridge Proceedings of the Structures Congress and Exposition. 827-833. |
0.344 |
|
| 2002 |
Kunnath SK, Malley JO. Advances in seismic design and evaluation of steel moment frames: Recent findings from FEMA/SAC Phase II project Journal of Structural Engineering. 128: 415-419. DOI: 10.1061/(Asce)0733-9445(2002)128:4(415) |
0.469 |
|
| 2000 |
Gupta B, Kunnath SK. Adaptive spectra-based pushover procedure for seismic evaluation of structures Earthquake Spectra. 16: 367-391. DOI: 10.1193/1.1586117 |
0.486 |
|
| 2000 |
Ei-Tawil S, Mikesell T, Kunnath SK. Effect of local details and yield ratio on behavior of FR steel connections Journal of Structural Engineering New York, N.Y.. 126: 79-87. DOI: 10.1061/(Asce)0733-9445(2000)126:1(79) |
0.338 |
|
| 2000 |
El-Tawil S, Vidarsson E, Mikesell T, Kunnath SK. Inelastic Behavior and Design of Steel Panel Zones Journal of Structural Engineering-Asce. 125: 183-193. DOI: 10.1061/(Asce)0733-9445(1999)125:2(183) |
0.402 |
|
| 1999 |
El-Bahy A, Kunnath S, Stone W, Taylor A. Cumulative Seismic Damage of Circular Bridge Columns: Variable Amplitude Tests Aci Structural Journal. 96: 711-719. DOI: 10.14359/724 |
0.478 |
|
| 1999 |
El-Bahy A, Kunnath SK, Stone WC, Taylor AW. Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests Aci Structural Journal. 96: 633-641. DOI: 10.14359/701 |
0.469 |
|
| 1998 |
Cheok GS, Stone WC, Kunnath SK. Seismic response of precast concrete frames with hybrid connections Aci Structural Journal. 95: 527-538. DOI: 10.14359/567 |
0.557 |
|
| 1997 |
Bracci JM, Kunnath SK, Reinhorn AM. Seismic performance and retrofit evaluation of reinforced concrete structures Journal of Structural Engineering. 123: 3-10. DOI: 10.1061/(Asce)0733-9445(1997)123:1(3) |
0.812 |
|
| 1997 |
Kunnath SK, Mander JB, Fang L. Parameter identification for degrading and pinched hysteretic structural concrete systems Engineering Structures. 19: 224-232. DOI: 10.1016/S0141-0296(96)00058-2 |
0.457 |
|
| 1995 |
Kunnath SK, Hoffmann G, Reinhorn AM, Mander JB. Gravity Load-Designed Reinforced Concrete Buildings--Part II: Evaluation of Detailing Enhancements Aci Structural Journal. 92: 470-478. DOI: 10.14359/996 |
0.681 |
|
| 1995 |
Kunnath SK, Hoffmann G, Reinhorn AM, Mander JB. Gravity-Load-Designed Reinforced Concrete Buildings--Part I: Seismic Evaluation of Existing Construction Aci Structural Journal. 92: 343-354. DOI: 10.14359/1135 |
0.707 |
|
| 1995 |
Kunnath SK, Reinhom AM. Efficient Modeling Scheme for Transient Analysis of Inelastic RC Structures Computer‐Aided Civil and Infrastructure Engineering. 10: 97-110. DOI: 10.1111/J.1467-8667.1995.Tb00273.X |
0.52 |
|
| 1995 |
Kunnath SK, Gross JL. Inelastic response of the cypress viaduct to the Loma Prieta earthquake Engineering Structures. 17: 485-493. DOI: 10.1016/0141-0296(95)00103-E |
0.483 |
|
| 1995 |
Kunnath SK, Reinhorn AM. Efficient modeling scheme for transient analysis of inelastic RC structures Microcomputers in Civil Engineering. 10: 97-110. |
0.663 |
|
| 1994 |
Kunnath SK, Mehrain M, Gates WE. Seismic damage-control design of gypsum-roof diaphragms Journal of Structural Engineering (United States). 120: 120-138. DOI: 10.1061/(Asce)0733-9445(1994)120:1(120) |
0.509 |
|
| 1993 |
Valles RE, Kunnath SK, Reinhorn AM. Simplified Drift Evaluation of Wall‐Frame Structures Computer‐Aided Civil and Infrastructure Engineering. 8: 233-246. DOI: 10.1111/J.1467-8667.1993.Tb00208.X |
0.656 |
|
| 1991 |
Panahshahi N, Reinhorn AM, Kunnath SK, Lu L, Huang T, Yu K. Seismic Response of a 1:6 Reinforced Concrete Scale-Model Structure With Flexible Floor Diaphragms Aci Structural Journal. 88: 315-324. DOI: 10.14359/2720 |
0.682 |
|
| 1991 |
Kunnath SK, Panahshahi N, Reinhorn AM. Seismic response of RC buildings with inelastic floor diaphragms Journal of Structural Engineering (United States). 117: 1218-1237. DOI: 10.1061/(Asce)0733-9445(1991)117:4(1218) |
0.698 |
|
| 1991 |
Kunnath SK, Reinhorn AM, Abel JF. A computational tool for evaluation of seismic performance of reinforced concrete buildings Computers and Structures. 41: 157-173. DOI: 10.1016/0045-7949(91)90165-I |
0.678 |
|
| 1990 |
Kunnath SK, Reinhorn AM, Park YJ. Analytical modeling of inelastic seismic response of R/C structures Journal of Structural Engineering (United States). 116: 996-1017. DOI: 10.1061/(Asce)0733-9445(1990)116:4(996) |
0.701 |
|
| 1989 |
Reinhorn AM, Mander JB, Bracci J, Kunnath SK. Simulation of seismic damage of RC structures in eastern US . 407-414. |
0.636 |
|
| 1986 |
Prawel SP, Reinhorn AM, Kunnath SK. SEISMIC STRENGTHENING OF STRUCTURAL MASONRY WALLS WITH EXTERNAL COATINGS . 2: 1323-1334. |
0.569 |
|
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