Estimating the cross-sectional area of inverted-V braces required for mitigating the progressive collapse of Steel Intermediate Moment Resisting Frames-Reference-Cited by-同舟云学术

Estimating the cross-sectional area of inverted-V braces required for mitigating the progressive collapse of Steel Intermediate Moment Resisting Frames

Published:2019-04-23 Issue:8 Volume:15 Page:1075-1086
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Hashemi Rezvani Farshad¹,Taghizadeh Mohammad Ali Mohammad²,Reza Ronagh Hamid³

Affiliation:

1. Robert Bird Group, Brisbane, Australia;

2. Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad, Iran;

3. Centre for Infrastructure Engineering, Western Sydney University, Sydney, 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/10.1080/15732479.2019.1602148

Reference30 articles.

1. AISC 341-05. (2005). Seismic provisions for structural steel buildings. Chicago, IL: American Institute of Steel Construction.

2. Strengthening of Horizontal Bracing on Progressive Collapse Resistance of Multistory Steel Moment Frame

3. Improving the structural robustness of multi-story steel-frame buildings

4. Progressive collapse analysis of high-rise building with 3-D finite element modeling method

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