Dimitrios Lignos
Title
Cited by
Cited by
Year
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
6172011
Sidesway collapse of deteriorating structural systems under seismic excitations
D Lignos
Stanford university, 2008
3382008
Sidesway collapse of deteriorating structural systems under seismic excitations
D Lignos
Stanford university, 2008
3382008
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
2062013
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
2022011
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
1302015
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
1262013
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
1062013
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
1062010
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
952007
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
872015
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
862011
Computational approach for collapse assessment of concentrically braced frames in seismic regions
E Karamanci, DG Lignos
Journal of Structural Engineering 140 (8), A4014019, 2014
822014
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
812014
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 (4), 1097-1118, 2015
732015
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
652014
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
612011
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
562010
Prediction of collapse of structures under earthquake excitations
H Krawinkler, F Zareian, DG Lignos, LF Ibarra
Proceedings of the 2nd international conference on computational methods in …, 2009
542009
Numerical and experimental evaluation of seismic capacity of high-rise steel buildings subjected to long duration earthquakes
DG Lignos, Y Chung, T Nagae, M Nakashima
Computers & Structures 89 (11-12), 959-967, 2011
532011
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