Zobrazeno 1 - 10
of 110
pro vyhledávání: '"Dimitrios G. Lignos"'
Autor:
Sarven Akcelyan, Dimitrios G. Lignos
Publikováno v:
Buildings, Vol 13, Iss 1, p 139 (2023)
This paper presents quantitative information on the effectiveness of seismic retrofit solutions using bilinear oil dampers for seismically deficient existing tall steel buildings. For this purpose, a benchmark 40-story steel space moment-resisting fr
Externí odkaz:
https://doaj.org/article/658a3ca456e64cea978cb7b51cf8c190
Autor:
Hammad El Jisr, Dimitrios G. Lignos
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
Earthquake loss estimation in composite-steel moment resisting frames (MRFs) necessitates a proper estimation of the level of damage in steel beam-to-slab connections. These usually feature welded headed shear studs to ensure the composite action bet
Externí odkaz:
https://doaj.org/article/3f431e16e86f43b18127211b55413cfa
Autor:
Ahmed Elkady, Dimitrios G. Lignos
Publikováno v:
SoftwareX, Vol 12, Iss , Pp 100607- (2020)
Performance-based earthquake engineering (PBEE) has become an increasingly popular framework to design, retrofit and manage structures. This probabilistic framework integrates data from the seismic hazard, structural response, damage fragility and da
Externí odkaz:
https://doaj.org/article/fdbb19144d3a477fa5cb9ef9555ce985
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:2452-2479
Majority of the past research on application of machine learning (ML) in earthquake engineering focused on contrasting the predictive performance of different ML algorithms. In contrast, the emphasis of this paper is on the use of data to boost the p
Autor:
Martina Paronesso, Dimitrios G. Lignos
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:3505-3525
This paper explores the use of sliding friction dampers (SFDs) as dissipative floor connectors to mitigate higher mode effects and earthquake-induced absolute acceleration demands on steel concentrically braced frame (CBF) buildings. The dampers conn
Autor:
Arka Maity, Amit Kanvinde, Diego I. Heredia Rosa, Albano de Castro e Sousa, Dimitrios G. Lignos
Publikováno v:
Journal of Structural Engineering. 149
Collapse in steel structures is often controlled by loss of load carrying capacity of steel columns due to interactive buckling, which involves interactions between local and global (i.e., lateral and lateral torsional) buckling. Commonly used concen
Autor:
Dimitrios G. Lignos, Martina Paronesso
Publikováno v:
Stahlbau. 91:315-325
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:1591-1609
Publikováno v:
Journal of Structural Engineering. 148
This paper presents the experimental results from nine full-scale concrete-filled double-skin tubular (CFDST) beam-columns. The test specimens exploited two fabrication strategies, featuring either hollow steel inner skins with corrugated geometry or
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:1083-1100