Quantitative analysis of extra load-carrying mechanisms to prevent progressive collapse of reinforced concrete buildings-Reference-Cited by-同舟云学术

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Quantitative analysis of extra load-carrying mechanisms to prevent progressive collapse of reinforced concrete buildings

Published:2022-03-17 Issue: Volume: Page:1-17
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Huang Min¹,Huang Hua¹,Xue Chunliang¹,Guo Mengxue¹

Affiliation:

1. School of Civil Engineering, Chang’an University, Xi’an, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

Fundamental Research Funds for the Central Universities

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/10.1080/15732479.2022.2052913

Reference39 articles.

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

2. ASCE/SEI. (2010). Minimum design loads for buildings and other structures. Reston, VA: ASCE/SEI 7.

3. Prediction model for compressive arch action capacity of RC frame structures under column removal scenario using gene expression programming

4. Experimental Response of Beam-Slab Substructures Subject to Penultimate-External Column Removal

5. Effects of High-Strength Concrete on Progressive Collapse Resistance of Reinforced Concrete Frame

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