Study of steel buildings with LCF system under critical mainshock-aftershock sequence: Evaluation of fragility curves and estimation of the response modification factor by artificial intelligence-Reference-Cited by-同舟云学术

Study of steel buildings with LCF system under critical mainshock-aftershock sequence: Evaluation of fragility curves and estimation of the response modification factor by artificial intelligence

Published:2023-10 Issue: Volume:56 Page:105044
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Rajabi Elham^ORCID,Golestani Yaser

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference61 articles.

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3. “On the correlation of code forces to earthquake demands,” in Proceedings of 4th US–Japan workshop on improvement of building structural design and construction practices, ATC-15-3 report;Freeman,1990

4. C. M. Uang. “Establishing R (or Rw) and Cd Factors for Building Seismic Provisions,” Journal of Structural Engineering, vol. 117, no. 1, pp. 19-28, 1991/01/01 1991, doi: 10.1061/(ASCE)0733-9445(1991)117:1. (19).

5. Seismic response modification factor for steel slit panel-frames;Aliakbari;Engineering Structures,2019

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