|本期目录/Table of Contents|

[1]钱凯,李易.混凝土结构抗连续倒塌研究综述[J].建筑科学与工程学报,2022,39(03):1-28.[doi:10.19815/j.jace.2021.12123]
　QIAN Kai,LI Yi.Review of Study on Progressive Collapse Resistance of RC Structures[J].Journal of Architecture and Civil Engineering,2022,39(03):1-28.[doi:10.19815/j.jace.2021.12123]
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混凝土结构抗连续倒塌研究综述(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
39卷
期数:
2022年03期
页码:
1-28
栏目:
出版日期:
2022-05-30

文章信息/Info

Title:
Review of Study on Progressive Collapse Resistance of RC Structures
文章编号:
1673-2049(2022)03-0001-28
作者:
钱凯1,李易2
(1. 桂林理工大学 广西建筑新能源与节能重点实验室,广西 桂林 541004; 2. 北京工业大学 城市与工程安全减灾教育部重点实验室,北京 100124)
Author(s):
QIAN Kai1, LI Yi2
(1. Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Guilin 541004, Guangxi, China; 2. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China)
关键词:
连续倒塌;  混凝土结构;  试验研究;  数值模拟;  理论分析;  文献综述
Keywords:
progressive collapse;  RC structure;  experimental study;  numerical simulation;  theoretical analysis;  literature review
分类号:
TU311.2
DOI:
10.19815/j.jace.2021.12123
文献标志码:
A
摘要:
连续倒塌是整体结构系统的复杂力学行为,涉及极端荷载的不确定性、结构行为的强动力非线性和承载机制的超大变形特征。为了更好地应用已有抗连续倒塌研究成果,分别对国内外影响较大的混凝土结构抗连续倒塌的试验、数值和理论研究结果进行了梳理。结果表明:已有试验研究主要集中于框架结构和板柱结构,对剪力墙结构、框剪结构等其他类型结构研究明显偏少,主要抗力机制的理论计算模型过于复杂,不利于工程应用,已有数值研究不能准确考虑大变形下钢筋黏结滑移失效、钢筋断裂和混凝土软化、破碎,准确性有待提高; 现有研究基本没有考虑多灾害耦合作用的不利影响,导致研究结论不准确,不利于指导设计; 未来需要进一步研究动力倒塌失效规律、不同类型结构的连续倒塌、整体结构系统连续倒塌规律、灾害相关的连续倒塌机理、面向多灾害防御的抗连续倒塌体系、面向工程的抗连续倒塌设计方法、高效连续倒塌数值分析模型等。
Abstract:
Progressive collapse is a complex mechanical behavior of the whole structural system, involving the uncertainty of extreme load, the strong dynamic nonlinearity of structural behavior and the super large deformation characteristics of bearing mechanism. In order to better apply the existing research results of progressive collapse resistance, the experimental, numerical and theoretical research results of concrete structures with great influence at home and abroad were combed. The results show that the existing experimental research mainly focus on frame structure and plate column structure, and there is obviously less research on other types of structures such as shear wall structure and frame shear structure. The theoretical calculation model of main resistance mechanism is too complex, which is not conducive to engineering application. The existing numerical studies can not accurately consider the bond slip failure of reinforcement, fracture of reinforcement and softening and crushing of concrete under large deformation, and the accuracy need to be improved. The existing research basically does not consider the adverse effects of multi disaster coupling, which leads to inaccurate research conclusions and is not conducive to guiding the design. In the future, it is necessary to further study the failure law of dynamic collapse, the continuous collapse of different types of structures, the progressive collapse law of overall structural system, the progressive collapse mechanism related to disasters, the anti-progressive collapse system for multi disaster defense, the anti-progressive collapse design method for engineering, and the efficient numerical analysis model of progressive collapse.

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备注/Memo

备注/Memo:
收稿日期:2021-12-27
基金项目:国家自然科学基金优秀青年科学基金项目(52022024); 广西杰出青年科学基金项目(2021GXNSFFA196001)
作者简介:钱 凯(1983-),男,浙江宁波人,教授,博士研究生导师,工学博士,E-mail:qiankai@glut.edu.cn。
通信作者:李 易(1981-),男,湖北襄阳人,教授,博士研究生导师,工学博士,E-mail:yili@bjut.edu.cn。
更新日期/Last Update: 2022-05-30