| Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading DG Lignos, H Krawinkler Journal of Structural Engineering 137 (11), 1291-1302, 2011 | 1158 | 2011 |
| Sidesway collapse of deteriorating structural systems under seismic excitations D Lignos Stanford university, 2008 | 504 | 2008 |
| Average spectral acceleration as an intensity measure for collapse risk assessment L Eads, E Miranda, DG Lignos Earthquake Engineering & Structural Dynamics 44 (12), 2057-2073, 2015 | 347 | 2015 |
| An efficient method for estimating the collapse risk of structures in seismic regions L Eads, E Miranda, H Krawinkler, DG Lignos Earthquake Engineering & Structural Dynamics 42 (1), 25-41, 2013 | 343 | 2013 |
| Prediction and validation of sidesway collapse of two scale models of a 4‐story steel moment frame DG Lignos, H Krawinkler, AS Whittaker Earthquake Engineering & Structural Dynamics 40 (7), 807-825, 2011 | 309 | 2011 |
| Development and utilization of structural component databases for performance-based earthquake engineering DG Lignos, H Krawinkler Journal of Structural Engineering 139 (8), 1382-1394, 2013 | 215 | 2013 |
| Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames A Elkady, DG Lignos Earthquake Engineering & Structural Dynamics 44 (8), 1289-1307, 2015 | 191 | 2015 |
| Computational approach for collapse assessment of concentrically braced frames in seismic regions E Karamanci, DG Lignos Journal of Structural Engineering 140 (8), A4014019, 2014 | 183 | 2014 |
| Collapse assessment of steel moment frames based on E-Defense full-scale shake table collapse tests DG Lignos, T Hikino, Y Matsuoka, M Nakashima Journal of Structural Engineering 139 (1), 120-132, 2013 | 178 | 2013 |
| Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions F Zareian, H Krawinkler, L Ibarra, D Lignos The Structural Design of Tall and Special Buildings 19 (1‐2), 167-181, 2010 | 165 | 2010 |
| Modeling of the composite action in fully restrained beam‐to‐column connections: implications in the seismic design and collapse capacity of steel special moment frames A Elkady, DG Lignos Earthquake Engineering & Structural Dynamics 43 (13), 1935-1954, 2014 | 155 | 2014 |
| Analytical investigation of the cyclic behavior and plastic hinge formation in deep wide-flange steel beam-columns A Elkady, DG Lignos Bulletin of Earthquake Engineering 13, 1097-1118, 2015 | 141 | 2015 |
| A database in support of modeling of component deterioration for collapse prediction of steel frame structures DG Lignos, H Krawinkler Structural Engineering Research Frontiers, 1-12, 2007 | 137 | 2007 |
| A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems B Shafei, F Zareian, DG Lignos Engineering Structures 33 (4), 1107-1116, 2011 | 136 | 2011 |
| Proposed updates to the ASCE 41 nonlinear modeling parameters for wide-flange steel columns in support of performance-based seismic engineering DG Lignos, AR Hartloper, A Elkady, GG Deierlein, R Hamburger Journal of Structural Engineering 145 (9), 04019083, 2019 | 129 | 2019 |
| Full-scale testing of deep wide-flange steel columns under multiaxis cyclic loading: Loading sequence, boundary effects, and lateral stability bracing force demands A Elkady, DG Lignos Journal of Structural Engineering 144 (2), 04017189, 2018 | 120 | 2018 |
| Seismic performance of a steel moment-resisting frame subject to strength and ductility uncertainty AK Kazantzi, D Vamvatsikos, DG Lignos Engineering Structures 78, 69-77, 2014 | 111 | 2014 |
| Evaluation of seismic collapse performance of steel special moment resisting frames using FEMA P695 (ATC-63) methodology F Zareian, DG Lignos, H Krawinkler Structures Congress 2010, 1275-1286, 2010 | 111 | 2010 |
| Earthquake‐induced loss assessment of steel frame buildings with special moment frames designed in highly seismic regions SH Hwang, DG Lignos Earthquake Engineering & Structural Dynamics 46 (13), 2141-2162, 2017 | 107 | 2017 |
| Use of wavelet-based damage-sensitive features for structural damage diagnosis using strong motion data H Young Noh, K Krishnan Nair, DG Lignos, AS Kiremidjian Journal of Structural Engineering 137 (10), 1215-1228, 2011 | 99 | 2011 |
Ahmed ElkadyUniversity of Southampton在 southampton.ac.uk 的电子邮件经过验证
