Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Farrokh Fazileh"'
Publikováno v:
Canadian Journal of Civil Engineering. 50:270-281
An investigation has been done to update key input parameters in the recent seismic-risk-screening tools developed by the National Research Council Canada for the six seismic categories. In this study, the seismic categorization system in the recent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53e21dec6a5af33294cd128305d9b512
https://doi.org/10.1139/cjce-2021-0499
https://doi.org/10.1139/cjce-2021-0499
Autor:
Farrokh Fazileh, Reza Fathi-Fazl, Abouzar Dolati, Carlos E Ventura, Murat Saatcioglu, David Lau, TY Yang, Vahid Sadeghian, Jeffrey Erochko
Publikováno v:
Earthquake Spectra. 39:218-241
The National Building Code of Canada (NBC) employs seismic force modification factors (i.e. ductility-related factor, Rd, and an overstrength-related factor, Ro) for different Seismic Force Resisting Systems (SFRSs), which, since 2005, are largely ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::889d63672f15a6acf83e46043dacc1e1
https://doi.org/10.1177/87552930221144325
https://doi.org/10.1177/87552930221144325
Publikováno v:
Canadian Journal of Civil Engineering. 49:1508-1517
National Building Code of Canada (NBC) specifies 45 Seismic Force Resisting Systems to ensure the safety of building structures. Conventional construction concrete moment-resisting frame (CC-CMF) is one of these systems whose seismic response has not
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79b83cfd1cbba80d94189876100c560a
https://doi.org/10.1139/cjce-2021-0603
https://doi.org/10.1139/cjce-2021-0603
Publikováno v:
Canadian Journal of Civil Engineering.
The seismic resilience of structures can be quantified through rigorous seismic assessment. Because no detailed guideline is available for nonlinear modelling parameters and the corresponding acceptance criteria for the seismic evaluation and upgradi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a68d9f0c7bf83a048c68e9d74d16b963
https://doi.org/10.1139/cjce-2022-0399
https://doi.org/10.1139/cjce-2022-0399
The National Research Council Canada (NRC) is currently developing seismic evaluation and upgrading guidelines for existing buildings in Canada. The seismic evaluation guidelines consist of three tiers of seismic evaluation procedures, that is, Tier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b8aa78abea6ffdaab30ae73ce2a350a
https://doi.org/10.1139/cjce-2021-0543
https://doi.org/10.1139/cjce-2021-0543
Publikováno v:
Canadian Journal of Civil Engineering. 48:948-958
The National Research Council Canada recently developed a multi-criteria and multi-level framework for seismic risk management of existing buildings in Canada. One of the key criteria in this framework is benchmark NBC edition, which refers to the ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bbeb24fc9709126466770e6651e4dc4c
https://doi.org/10.1139/cjce-2019-0756
https://doi.org/10.1139/cjce-2019-0756
The National Research Council of Canada (NRC) recently developed a semi-quantitative seismic risk screening tool (SQST) for existing buildings in Canada. The SQST is intended to supersede the Manual for Screening of Buildings for Seismic Investigatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad75db5d3af7fbcbd00550fe6df68abe
https://doi.org/10.1139/cjce-2021-0256
https://doi.org/10.1139/cjce-2021-0256
Autor:
Jag Humar, Farrokh Fazileh
Publikováno v:
Earthquake Engineering & Structural Dynamics.
This discussion examines the conclusion reached in the paper that in a single-story asymmetric-plan building the maximum displacement demand in the different resisting elements is reached for the same deformation configuration of the system and that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::999a4796d970cefc81424689709da6e4
https://doi.org/10.1002/eqe.969
https://doi.org/10.1002/eqe.969