Development limitations of compressive arch and catenary actions in reinforced concrete special moment resisting frames under column-loss scenarios-Reference-Cited by-同舟云学术

Development limitations of compressive arch and catenary actions in reinforced concrete special moment resisting frames under column-loss scenarios

Published:2020-02-12 Issue:12 Volume:16 Page:1616-1634
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Almusallam Tarek¹,Al-Salloum Yousef¹,Elsanadedy Hussein¹,Tuan Ngo²,Mendis Priyan²,Abbas Husain¹

Affiliation:

1. Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia;

2. Department of Infrastructure Engineering, The University of Melbourne, Melbourne, Victoria, Australia

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1719166

Reference58 articles.

1. Abbas, H., Al-Salloum, Y. A. & Almusallam, T. H. (2017). Precast reinforced concrete construction elements with pre-stressing connectors. U.S. Patent. No. 9765521 B1, U.S. Patent and Trademark Office.

2. Risk assessment of precast reinforced concrete buildings against blast loads: Case study

3. Experimental investigation of progressive collapse potential of ordinary and special moment-resisting reinforced concrete frames

4. Progressive collapse analysis of a RC building subjected to blast loads

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