|Table of Contents|

Research Status on Progressive Collapse of Engineering Structure and Performance Improvement Method(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2022年03期
Page:
29-44
Research Field:
Publishing date:

Info

Title:
Research Status on Progressive Collapse of Engineering Structure and Performance Improvement Method
Author(s):
HUANG Hua12 LIU Xiao-xiao2 HUANG Min2 GUO Meng-xue2
(1. School of Civil & Architecture Engineering, Xi'an Technological University, Xi'an 710021, Shaanxi, China; 2. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China)
Keywords:
engineering structure progressive collapse resistance mechanism calculation model performance improvement
PACS:
TU973.2
DOI:
10.19815/j.jace.2021.12096
Abstract:
The progressive collapse of the whole structure caused by partial damage of the engineering structure causes serious social harm, and the uncertainty of the progressive collapse problem makes the critical state of the whole structure extremely complicated. Many scholars have carried out a lot of research on the progressive collapse of engineering structures. The experimental research, numerical simulation and theoretical analysis results of progressive collapse performance of engineering structures at home and abroad were summarized, including: the main research on progressive collapse mechanism, influencing factors and theoretical analysis of different structural forms such as reinforced concrete frame structure, slab-column structure, composite structure and prefabricated structure. The theoretical research status of collapse resistance calculation models such as the whole process calculation model of beam-column and beam-plate structures was summarized, and the shortcomings of the current calculation models were pointed out. The methods to improve the progressive collapse resistance by reinforcement methods were summarized, and the effects of different reinforcement methods on the progressive collapse failure mechanism were analyzed from the aspects of strengthening the flexural performance, arching effect, catenary effect, tensile and compressive membrane effect and changing the stress system. Based on the existing research, the shortcomings of the current research were analyzed and the future research directions were prospected.

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Last Update: 2022-05-30