The effect of ductility on the seismic collapse risk of residential steel moment-resisting frames at Alborz and Zagros Seismic zones, Iran-Reference-Cited by-同舟云学术

The effect of ductility on the seismic collapse risk of residential steel moment-resisting frames at Alborz and Zagros Seismic zones, Iran

Published:2022-02-27 Issue:6 Volume:7 Page:715-743
ISSN:2378-9689
Container-title:Sustainable and Resilient Infrastructure
language:en
Short-container-title:Sustainable and Resilient Infrastructure

Author:

Jafari Ali¹,Rajabi Elham²^ORCID,Ghodrati Amiri Gholamreza³^ORCID,Amrei Seyed Ali Razavian⁴

Affiliation:

1. Department of Structural Engineering, University of California San Diego (UCSD), La Jolla, USA

2. Department of Civil Engineering, Tafresh University, Tafresh, Iran

3. Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran

4. Department of Civil Engineering, Payame Noor University, Tehran, Iran

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Geography, Planning and Development,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/23789689.2022.2028595

Reference70 articles.

1. Iranian code of practice for seismic resistant design of buildings (2014). (Standard No. 2800, 4th Revision). Building & Housing Research Center, Iran. (In Persian).

2. Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect

3. Research and practice on progressive collapse and robustness of building structures in the 21st century

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