| Year |
Citation |
Score |
| 2020 |
Huang X, Kwon O. A Generalized Numerical/Experimental Distributed Simulation Framework Journal of Earthquake Engineering. 24: 682-703. DOI: 10.1080/13632469.2018.1423585 |
0.314 |
|
| 2020 |
Zhong C, Binder J, Kwon O, Christopoulos C. Full-Scale Experimental Testing and Postfracture Simulations of Cast-Steel Yielding Connectors Journal of Structural Engineering-Asce. 146: 4020261. DOI: 10.1061/(Asce)St.1943-541X.0002844 |
0.307 |
|
| 2020 |
Sadeghian V, Kwon O. Discussion of “Fast and Slow Cyclic Tests for Reinforced Concrete Columns with an Improved Axial Force Control” by Yunbyeong Chae, Jinhaeng Lee, Minseok Park, and Chul-Young Kim Journal of Structural Engineering-Asce. 146: 7020001. DOI: 10.1061/(Asce)St.1943-541X.0002667 |
0.308 |
|
| 2020 |
Zhong C, Binder J, Kwon O, Christopoulos C. Experimental and Numerical Characterization of Ultralow-Cycle Fatigue Behavior of Steel Castings Journal of Structural Engineering-Asce. 146: 4019195. DOI: 10.1061/(Asce)St.1943-541X.0002497 |
0.353 |
|
| 2020 |
Giotis G, Kwon O, Sheikh SA. Weakly Coupled Hybrid Simulation Method for Structural Testing: Theoretical Framework and Numerical Verification Journal of Structural Engineering-Asce. 146: 4019196. DOI: 10.1061/(Asce)St.1943-541X.0002492 |
0.345 |
|
| 2020 |
Memari M, Wang X, Mahmoud H, Kwon O. Hybrid Simulation of Small-Scale Steel Braced Frame Subjected to Fire and Fire Following Earthquake Journal of Structural Engineering-Asce. 146: 4019182. DOI: 10.1061/(Asce)St.1943-541X.0002466 |
0.625 |
|
| 2020 |
Kim T, Song J, Kwon O. Probabilistic evaluation of seismic responses using deep learning method Structural Safety. 84: 101913. DOI: 10.1016/J.Strusafe.2019.101913 |
0.43 |
|
| 2020 |
Ma Q, Kwon O, Kwon T, Choun Y. Influence of frequency content of ground motions on seismic fragility of equipment in nuclear power plant Engineering Structures. 224: 111220. DOI: 10.1016/J.Engstruct.2020.111220 |
0.375 |
|
| 2020 |
Nguyen V, Nizamani ZA, Park D, Kwon O. Numerical simulation of damage evolution of Daikai station during the 1995 Kobe earthquake Engineering Structures. 206: 110180. DOI: 10.1016/J.Engstruct.2020.110180 |
0.442 |
|
| 2020 |
Park J, Strepelias E, Stathas N, Kwon O, Bousias S. Application of hybrid simulation method for seismic performance evaluation of RC coupling beams subjected to realistic boundary condition Earthquake Engineering & Structural Dynamics. DOI: 10.1002/Eqe.3335 |
0.331 |
|
| 2019 |
Hwang J, Choi S, Lee DH, Kim KS, Kwon O. Seismic behaviour of post-tensioned precast concrete beam–column connections Magazine of Concrete Research. 1-37. DOI: 10.1680/Jmacr.19.00083 |
0.322 |
|
| 2019 |
Wang X, Kim RE, Kwon O, Yeo I, Ahn J. Continuous Real-Time Hybrid Simulation Method for Structures Subject to Fire Journal of Structural Engineering-Asce. 145: 4019152. DOI: 10.1061/(Asce)St.1943-541X.0002436 |
0.341 |
|
| 2019 |
Sayed MA, Kwon O, Park D, Nguyen QV. Multi-platform soil-structure interaction simulation of Daikai subway tunnel during the 1995 Kobe earthquake Soil Dynamics and Earthquake Engineering. 125: 105643. DOI: 10.1016/J.Soildyn.2019.04.017 |
0.403 |
|
| 2019 |
Psyrras N, Kwon O, Gerasimidis S, Sextos A. Can a buried gas pipeline experience local buckling during earthquake ground shaking Soil Dynamics and Earthquake Engineering. 116: 511-529. DOI: 10.1016/J.Soildyn.2018.10.027 |
0.416 |
|
| 2019 |
Sadeghian V, Kwon O, Vecchio F. A framework for multi-platform simulation of reinforced concrete structures Engineering Structures. 181: 260-270. DOI: 10.1016/J.Engstruct.2018.12.023 |
0.459 |
|
| 2019 |
Mojiri S, Kwon O, Christopoulos C. Development of a ten‐element hybrid simulation platform and an adjustable yielding brace for performance evaluation of multi‐story braced frames subjected to earthquakes Earthquake Engineering & Structural Dynamics. 48: 749-771. DOI: 10.1002/Eqe.3155 |
0.37 |
|
| 2018 |
Kim T, Kwon OS, Song J. Response prediction of nonlinear hysteretic systems by deep neural networks. Neural Networks : the Official Journal of the International Neural Network Society. 111: 1-10. PMID 30616099 DOI: 10.1016/J.Neunet.2018.12.005 |
0.301 |
|
| 2018 |
Wang X, Kim RE, Kwon O, Yeo I. Hybrid Simulation Method for a Structure Subjected to Fire and Its Application to a Steel Frame Journal of Structural Engineering-Asce. 144: 4018118. DOI: 10.1061/(Asce)St.1943-541X.0002113 |
0.396 |
|
| 2018 |
Ghaemmaghami AR, Kwon O. Nonlinear modeling of MDOF structures equipped with viscoelastic dampers with strain, temperature and frequency-dependent properties Engineering Structures. 168: 903-914. DOI: 10.1016/J.Engstruct.2018.04.037 |
0.35 |
|
| 2018 |
Lesgidis N, Sextos A, Kwon O. A frequency-dependent and intensity-dependent macroelement for reduced order seismic analysis of soil-structure interacting systems Earthquake Engineering & Structural Dynamics. 47: 2172-2194. DOI: 10.1002/Eqe.3063 |
0.344 |
|
| 2018 |
Huang X, Kwon O, Bentz E, Tcherner J. Method for evaluation of concrete containment structure subjected to earthquake excitation and internal pressure increase Earthquake Engineering & Structural Dynamics. 47: 1544-1565. DOI: 10.1002/Eqe.3029 |
0.355 |
|
| 2017 |
Chai Sh, Ghaemmaghami AR, Kwon O. Numerical modelling method for inelastic and frequency-dependent behavior of shallow foundations Soil Dynamics and Earthquake Engineering. 92: 377-387. DOI: 10.1016/J.Soildyn.2016.10.030 |
0.346 |
|
| 2017 |
Huang X, Kwon O, Bentz E, Tcherner J. Evaluation of CANDU NPP containment structure subjected to aging and internal pressure increase Nuclear Engineering and Design. 314: 82-92. DOI: 10.1016/J.Nucengdes.2017.01.013 |
0.364 |
|
| 2017 |
Sadeghian V, Kwon O, Vecchio F. Small-scale multi-axial hybrid simulation of a shear-critical reinforced concrete frame Earthquake Engineering and Engineering Vibration. 16: 727-743. DOI: 10.1007/S11803-017-0410-0 |
0.401 |
|
| 2016 |
Jeong GH, Lee HS, Hwang KR, Kwon O, Kim S. Seismic Fragility Analysis of High-Rise RC Box-Type Wall Building Structures Journal of the Earthquake Engineering Society of Korea. 20: 155-162. DOI: 10.5000/Eesk.2016.20.3.155 |
0.464 |
|
| 2016 |
Patil A, Jung S, Kwon OS. Structural performance of a parked wind turbine tower subjected to strong ground motions Engineering Structures. 120: 92-102. DOI: 10.1016/J.Engstruct.2016.04.020 |
0.339 |
|
| 2016 |
Lesgidis N, Sextos A, Kwon OS. Influence of frequency-dependent soil-structure interaction on the fragility of R/C bridges Earthquake Engineering and Structural Dynamics. DOI: 10.1002/Eqe.2778 |
0.432 |
|
| 2015 |
Gómez LVD, Kwon OS, Dabirvaziri MR. Seismic fragility of steel moment-resisting frames in vancouver and montreal designed in the 1960s, 1980s, and 2010 Canadian Journal of Civil Engineering. 42: 919-929. DOI: 10.1139/Cjce-2014-0492 |
0.421 |
|
| 2015 |
Kabanda J, Kwon OS, Kwon G. Time and frequency domain analyses of the Hualien Large-Scale Seismic Test Nuclear Engineering and Design. 295: 261-275. DOI: 10.1016/J.Nucengdes.2015.10.011 |
0.332 |
|
| 2015 |
Duarte Laudon A, Kwon OS, Ghaemmaghami AR. Stability of the time-domain analysis method including a frequency-dependent soil-foundation system Earthquake Engineering and Structural Dynamics. 44: 2737-2754. DOI: 10.1002/Eqe.2606 |
0.33 |
|
| 2015 |
Vecchio CD, Kwon O, Sarno LD, Prota A. Accuracy of nonlinear static procedures for the seismic assessment of shear critical structures Earthquake Engineering & Structural Dynamics. 44: 1581-1600. DOI: 10.1002/Eqe.2540 |
0.457 |
|
| 2015 |
Jeong SH, Kwon OS, Lee KH. Effective periods and seismic performance of steel moment resisting frames designed for risk categories I and IV according to IBC2009 Earthquake Engineering and Structural Dynamics. 44: 1427-1447. DOI: 10.1002/Eqe.2525 |
0.57 |
|
| 2015 |
Huang X, Kwon OS. Numerical models of RC elements and their impacts on seismic performance assessment Earthquake Engineering and Structural Dynamics. 44: 283-298. DOI: 10.1002/Eqe.2471 |
0.449 |
|
| 2014 |
Kammula V, Erochko J, Kwon O, Christopoulos C. Application of hybrid-simulation to fragility assessment of the telescoping self-centering energy dissipative bracing system Earthquake Engineering & Structural Dynamics. 43: 811-830. DOI: 10.1002/Eqe.2374 |
0.387 |
|
| 2013 |
Kwon OS, Jeong SH. Seismic displacement demands on skewed bridge decks supported on elastomeric bearings Journal of Earthquake Engineering. 17: 998-1022. DOI: 10.1080/13632469.2013.791894 |
0.566 |
|
| 2013 |
Kwon O, Kim E, Orton S. Erratum for “Calibration of Live-Load Factor in LRFD Bridge Design Specifications Based on State-Specific Traffic Environments” by Oh-Sung Kwon, Eungsoo Kim, and Sarah Orton Journal of Bridge Engineering. 18: 86-86. DOI: 10.1061/(Asce)Be.1943-5592.0000423 |
0.32 |
|
| 2013 |
Kwon OS, Kammula V. Model updating method for substructure pseudo-dynamic hybrid simulation Earthquake Engineering and Structural Dynamics. 42: 1971-1984. DOI: 10.1002/Eqe.2307 |
0.403 |
|
| 2012 |
Kwon O, Nakata N, Elnashai A, Spencer B. A framework for multi-site distributed simulation and application to complex structural systems Journal of Earthquake Engineering. 9: 741-753. DOI: 10.1142/S1363246905002158 |
0.645 |
|
| 2012 |
Orton SL, Kwon OS, Hazlett T. Statistical distribution of bridge resistance using updated material parameters Journal of Bridge Engineering. 17: 462-469. DOI: 10.1061/(Asce)Be.1943-5592.0000278 |
0.333 |
|
| 2012 |
Kwon OS, Kim ES. Closure to Discussion of paper 'Evaluation of building period formulas for seismic design' by Oh-Sung Kwon and Eung Soo Kim, Earthquake Engineering and Structural Dynamics 2010; 39(14):1569-1583 Earthquake Engineering and Structural Dynamics. 41: 1133-1135. DOI: 10.1002/Eqe.2176 |
0.385 |
|
| 2011 |
Kwon OS, Kim E, Orton S. Calibration of live-load factor in LRFD bridge design specifications based on state-specific traffic environments Journal of Bridge Engineering. 16: 812-819. DOI: 10.1061/(Asce)Be.1943-5592.0000209 |
0.356 |
|
| 2011 |
Mwafy AM, Kwon O, Elnashai A, Hashash YMA. Wave Passage and Ground Motion Incoherency Effects on Seismic Response of an Extended Bridge Journal of Bridge Engineering. 16: 364-374. DOI: 10.1061/(Asce)Be.1943-5592.0000155 |
0.606 |
|
| 2010 |
Kwon OS, Elnashai AS. Fragility analysis of a highway over-crossing bridge with consideration of soil-structure interactions Structure and Infrastructure Engineering. 6: 159-178. DOI: 10.1080/15732470802663870 |
0.603 |
|
| 2010 |
Mwafy A, Kwon OS, Elnashai A. Seismic assessment of an existing non-seismically designed major bridge-abutment-foundation system Engineering Structures. 32: 2192-2209. DOI: 10.1016/J.Engstruct.2010.03.022 |
0.64 |
|
| 2010 |
Kwon OS, Kim E. Case study: Analytical investigation on the failure of a two-story RC building damaged during the 2007 Pisco-Chincha earthquake Engineering Structures. 32: 1876-1887. DOI: 10.1016/J.Engstruct.2009.12.022 |
0.454 |
|
| 2010 |
Kwon OS, Kim ES. Evaluation of building period formulas for seismic design Earthquake Engineering and Structural Dynamics. 39: 1569-1583. DOI: 10.1002/Eqe.998 |
0.358 |
|
| 2008 |
Padgett J, Desroches R, Nielson B, Yashinsky M, Kwon OS, Burdette N, Tavera E. Bridge damage and repair costs from Hurricane Katrina Journal of Bridge Engineering. 13: 6-14. DOI: 10.1061/(Asce)1084-0702(2008)13:1(6) |
0.342 |
|
| 2008 |
Kwon OS, Elnashai AS. Seismic analysis of meloland road overcrossing using multiplatform simulation software including SSI Journal of Structural Engineering. 134: 651-660. DOI: 10.1061/(Asce)0733-9445(2008)134:4(651) |
0.613 |
|
| 2005 |
Elnashai A, Kwon O. Multi-Platform Earthquake Analysis of Geotechnical-Structural Systems Computing in Civil Engineering. 1-12. DOI: 10.1061/40794(179)2 |
0.623 |
|
| 2004 |
Hernández-Montes E, Kwon O, Aschheim MA. An Energy-Based Formulation For First- And Multiple-Mode Nonlinear Static (Pushover) Analyses Journal of Earthquake Engineering. 8: 69-88. DOI: 10.1080/13632460409350481 |
0.343 |
|
| 2004 |
Han SW, Kwon OS, Lee LH. Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame Earthquake Engineering and Structural Dynamics. 33: 669-685. DOI: 10.1002/Eqe.367 |
0.419 |
|
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