Dimitrios Lignos

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Ahmed ElkadyUniversity of SouthamptonVerified email at southampton.ac.uk
Alexander R. HartloperVisiting Researcher (SNSF Postdoc.Mobility)Verified email at imperial.ac.uk
Andrew WhittakerSUNY Distinguished Professor; University at BuffaloVerified email at buffalo.edu
Masayoshi NakashimaProfessor, Disaster Prevention Research Institute, Kyoto UniversityVerified email at archi.kyoto-u.ac.jp
Taichiro OkazakiHokkaido UniversityVerified email at eng.hokudai.ac.jp
Gregory G DeierleinStanford UniversityVerified email at stanford.edu
Sarven AkcelyanAssistant Professor, Kadir Has UniversityVerified email at khas.edu.tr
Dimitrios VamvatsikosNational Technical University of Athens, School of Civil EngineeringVerified email at central.ntua.gr
Luis IbarraUniversity of UtahVerified email at utah.edu
Hae Young NohAssociate Professor of Civil and Environmental Engineering, Stanford UniversityVerified email at stanford.edu
Anne KiremidjianStanford UniversityVerified email at stanford.edu
Omar A. IbrahimAssistant Professor, Faculty of Engineering, Alexandria UniversityVerified email at alexu.edu.eg
James RiclesBruce G. Johnston Professor of Structural Engineering, Lehigh UniversityVerified email at lehigh.edu
Behrouz ShafeiAssociate Professor of Civil, Construction and Environmental Engineering, Iowa State UniversityVerified email at iastate.edu
Charis GantesStructural Eng. Prof., Director Inst. of Steel Structures, Dep. of Civil Eng., NTUAVerified email at central.ntua.gr
Sashi KunnathDistinguished Professor, University of California, DavisVerified email at ucdavis.edu
Javad HashemiAssociate Professor, Deputy Director, Smart Structures LaboratoryVerified email at swin.edu.au
Maikol Del Carpio RamosKPFF Consulting EngineersVerified email at kpff.com
Ali ImanpourAssistant Professor, University of AlbertaVerified email at ualberta.ca
Michael N FardisUniversity of PatrasVerified email at upatras.gr

Dimitrios Lignos

Resilient Steel Structures Laboratory, École Polytechnique Fédérale de Lausanne (EPFL)

Verified email at epfl.ch - Homepage

Steel & Composite Structures Earthquake Engineering Performance-Based Design Nonlinear Analysis


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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	1302	2011
Sidesway collapse of deteriorating structural systems under seismic excitations D Lignos Stanford university, 2008	529	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	402	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	386	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	327	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	241	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	220	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	205	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	196	2013
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	180	2014
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	171	2010
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	162	2019
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	153	2015
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	145	2018
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	141	2011
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	140	2007
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	123	2017
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	123	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	113	2010
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	110	2011

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