Παρακολούθηση
Dimitrios Lignos
Dimitrios Lignos
Resilient Steel Structures Laboratory, École Polytechnique Fédérale de Lausanne (EPFL)
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα epfl.ch - Αρχική σελίδα
Τίτλος
Παρατίθεται από
Παρατίθεται από
Έτος
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
12332011
Sidesway collapse of deteriorating structural systems under seismic excitations
D Lignos
Stanford university, 2008
5162008
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
3852015
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
3722013
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
3262011
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
2362013
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
2122015
Computational approach for collapse assessment of concentrically braced frames in seismic regions
E Karamanci, DG Lignos
Journal of Structural Engineering 140 (8), A4014019, 2014
1952014
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
1862013
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
1702014
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
1702010
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
1492019
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
1452015
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
1422011
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
1382007
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
1322018
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
1172017
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
1172014
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
1152010
Spectral shape metrics and structural collapse potential
L Eads, E Miranda, D Lignos
Earthquake Engineering & Structural Dynamics 45 (10), 1643-1659, 2016
1082016
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