Dimitrios Lignos

Alıntı yapanlar

	Hepsi	2020 yılından bugüne
Alıntılar	8724	5272
h-endeksi	44	39
i10-endeksi	106	82

1100

550

275

825

2009201020112012201320142015201620172018201920202021202220232024202526 50 86 135 223 277 379 310 574 701 628 868 1042 1097 992 967 306

Genel erişim

Tümünü görüntüle

77 makale

9 makale

genel erişime açık olanlar

genel erişime açık olmayanlar

Finansman sağlayan kuruluşun getirdiği zorunluluğa dayalı olarak

Katkıda bulunan yazarlar

Ahmed ElkadyUniversity of Southamptonsouthampton.ac.uk üzerinde doğrulanmış e-posta adresine sahip
Alexander R. HartloperVisiting Researcher (SNSF Postdoc.Mobility)imperial.ac.uk üzerinde doğrulanmış e-posta adresine sahip
Andrew WhittakerSUNY Distinguished Professor; University at Buffalobuffalo.edu üzerinde doğrulanmış e-posta adresine sahip
Masayoshi NakashimaProfessor, Disaster Prevention Research Institute, Kyoto Universityarchi.kyoto-u.ac.jp üzerinde doğrulanmış e-posta adresine sahip
Taichiro OkazakiHokkaido Universityeng.hokudai.ac.jp üzerinde doğrulanmış e-posta adresine sahip
Gregory G DeierleinStanford Universitystanford.edu üzerinde doğrulanmış e-posta adresine sahip
Sarven AkcelyanAssistant Professor, Kadir Has Universitykhas.edu.tr üzerinde doğrulanmış e-posta adresine sahip
Dimitrios VamvatsikosNational Technical University of Athens, School of Civil Engineeringcentral.ntua.gr üzerinde doğrulanmış e-posta adresine sahip
Luis IbarraUniversity of Utahutah.edu üzerinde doğrulanmış e-posta adresine sahip
Hae Young NohAssociate Professor of Civil and Environmental Engineering, Stanford Universitystanford.edu üzerinde doğrulanmış e-posta adresine sahip
Anne KiremidjianStanford Universitystanford.edu üzerinde doğrulanmış e-posta adresine sahip
Omar A. IbrahimAssistant Professor, Faculty of Engineering, Alexandria Universityalexu.edu.eg üzerinde doğrulanmış e-posta adresine sahip
James RiclesBruce G. Johnston Professor of Structural Engineering, Lehigh Universitylehigh.edu üzerinde doğrulanmış e-posta adresine sahip
Behrouz ShafeiAssociate Professor of Civil, Construction and Environmental Engineering, Iowa State Universityiastate.edu üzerinde doğrulanmış e-posta adresine sahip
Charis GantesStructural Eng. Prof., Director Inst. of Steel Structures, Dep. of Civil Eng., NTUAcentral.ntua.gr üzerinde doğrulanmış e-posta adresine sahip
Sashi KunnathDistinguished Professor, University of California, Davisucdavis.edu üzerinde doğrulanmış e-posta adresine sahip
Javad HashemiAssociate Professor, Deputy Director, Smart Structures Laboratoryswin.edu.au üzerinde doğrulanmış e-posta adresine sahip
Maikol Del Carpio RamosKPFF Consulting Engineerskpff.com üzerinde doğrulanmış e-posta adresine sahip
Ali ImanpourAssistant Professor, University of Albertaualberta.ca üzerinde doğrulanmış e-posta adresine sahip
Michael N FardisUniversity of Patrasupatras.gr üzerinde doğrulanmış e-posta adresine sahip

Takip et

Dimitrios Lignos

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

epfl.ch üzerinde doğrulanmış e-posta adresine sahip - Ana Sayfa

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


Başlık Alıntılara göre sırala Yıla göre sırala Başlığa göre sırala	Alıntı yapanlar Alıntı yapanlar	Yıl
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	1300	2011
Sidesway collapse of deteriorating structural systems under seismic excitations D Lignos Stanford university, 2008	528	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	400	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	326	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	240	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	218	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	195	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	179	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	161	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	144	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

Sistem, işlemi şu anda gerçekleştiremiyor. Daha sonra yeniden deneyin.

Makaleler 1–20

Yıllık alıntı sayısı

Mükerrer alıntılar

Birleştirilmiş alıntılar

Katkıda bulunan yazar ekleKatkıda bulunan yazarlar

Takip et

Alıntı yapanlar

Katkıda bulunan yazarlar