Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Mohsen Zaker Esteghamati"'
Publikováno v:
Structures. 44:1597-1606
Publikováno v:
Bulletin of the Seismological Society of America. 112:3001-3015
This study develops a data-driven framework to improve the prediction of site amplification in ground-motion models (GMM) using horizontal-to-vertical spectral ratios (HVSR) proxies derived from strong-motion data. Three machine learning algorithms (
Autor:
Morolake Omoya, Itohan Ero, Mohsen Zaker Esteghamati, Henry V Burton, Scott Brandenberg, Han Sun, Zhengxiang Yi, Hua Kang, Chukuebuka C Nweke
Publikováno v:
Earthquake Spectra. 38:1549-1569
Systematically collected and curated data sets from historical events provide a strong basis for simulating the physical and functional effects of natural hazards on the built environment. This article develops a relational database to support post-e
Publikováno v:
Engineering Structures. 286:116098
Publikováno v:
Earthquake Spectra. 36:2177-2197
Performance-based earthquake engineering (PBEE) assessments are data-, effort-, and time-intensive, usually requiring a detailed structural model and limiting their integration with early design. Decades of research have produced an abundance of PBEE
Autor:
Mohsen Zaker Esteghamati, Houri Sharifnia, Diep Ton, Patricia Asiatico, Georg Reichard, Madeleine M. Flint
Minimizing environmental impacts over a building’s life cycle is critical to achieving sustainable communities. Early design is the most critical step to improve construction’s sustainability, as the majority of important decisions have not yet b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2add1abb232f3444beebbadadf87315b
https://engrxiv.org/65yqh
https://engrxiv.org/65yqh
Publikováno v:
Geo-Extreme 2021.
Structural risk-based evaluation requires a large number of time-history analyses at different ground motion (GM) intensity levels, where the scenarios (e.g. magnitude and distance) of the GMs used in the time-history analyses should be consistent wi
Autor:
Mohsen Zaker Esteghamati
Publikováno v:
Sustainability. 14:12994
Current fully probabilistic approaches to performance-based earthquake engineering describe structures’ behavior under a wide range of seismic hazard levels. These approaches require a detailed representation of ground motion (GM) uncertainty at al
Publikováno v:
Composite Structures. 208:865-878
The current manuscript presents a probabilistic seismic assessment of non-ductile RC structures retrofitted by pre-tensioned aramid fiber reinforced polymers (AFRP). Three RC buildings with different heights (4-, 6- and 8-stories) are designed accord