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Dimitrios Lignos
Dimitrios Lignos
Resilient Steel Structures Laboratory, École Polytechnique Fédérale de Lausanne (EPFL)
Bestätigte E-Mail-Adresse bei epfl.ch - Startseite
Titel
Zitiert von
Zitiert von
Jahr
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
11312011
Sidesway collapse of deteriorating structural systems under seismic excitations
D Lignos
Stanford university, 2008
4882008
Sidesway collapse of deteriorating structural systems under seismic excitations
D Lignos
Stanford university, 2008
4882008
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
3412015
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
3362013
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
3032011
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
2102013
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
1872015
Computational approach for collapse assessment of concentrically braced frames in seismic regions
E Karamanci, DG Lignos
Journal of Structural Engineering 140 (8), A4014019, 2014
1782014
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
1732013
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
1622010
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
1502014
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
1362015
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
1352011
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
1342007
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
1232019
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
1122018
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
1102014
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
1102010
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
1062017
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