Robustness analysis of vertical resistance to progressive collapse of diagrid structures in tall buildings-Reference-Cited by-同舟云学术

Robustness analysis of vertical resistance to progressive collapse of diagrid structures in tall buildings

Published:2020-06-04 Issue:13 Volume:29 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Liu Chengqing¹²,Fang Dengjia¹

Affiliation:

1. School of Civil Engineering Southwest Jiaotong University Chengdu China

2. Key Laboratory of High‐speed Railway Engineering of Ministry of Education Chengdu China

Funder

China Scholarship Council

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1775

Reference43 articles.

1. E. F. P.Burnett The avoidance of progressive collapse: Regulatory approaches to the problem. NBS‐GCR 75–48 National Bureau of Standards Washington DC 1975.

2. Robustness assessment approaches for steel framed structures under catastrophic events

3. A multilevel calculation scheme for risk-based robustness quantification of reinforced concrete frames

4. Effects of vertical irregularity and thickness of unreinforced masonry infill on the robustness of RC framed buildings

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