Min Liu. Progressive collapse design of seismic steel frames using structural optimization [J]. Journal of Constructional Steel Research, 2011,67(2):322―332.
[2]
Sang-Wook Bae, Roger A LaBoube, Abdeldjelil Belarbi. Progressive collapse of cold-formed steel framed structures [J]. Thin-Walled Structures, 2008,46(4):706―719.
[3]
江晓峰),(陈以一). 建筑结构连续性倒塌及其控制设计的研究现状[J]. (土木工程学报), 2008,41(6):1―8. Jiang Xiaofeng, Chen Yiyi. A review on the progressive collapse and control design of building structures [J]. China Civil Engineering Journal,2008,41(6): 1―8. (in Chinese
[4]
陆新征),(江见鲸). 世界贸易中心飞机撞击后倒塌过程的仿真分析[J]. (土木工程学报), 2001,34(6):8―10. Lu Xinzheng, Jiang Jianjing. Dynamic finite element simulation for the collapse of world trade center [J]. China Civil Engineering Journal,2001,34(6): 8―10. (in Chinese
[5]
Izzudin B A, Vlassis A G, Elghazouli A Y, Nethercot D A. Progressive collapse of multi-storey buildings due to sudden column loss-part 1: Simplified assessment framework [J]. Engineering Structures, 2008,30(5):1308―1318.
[6]
Shi Y C, Li Z X, Hao H. A new method for progressive collapse analysis of RC frames under blast loading [J]. Engineering Structures, 2010,32:1691―1703.
[7]
DOD 2005. Unified facilities criteria, design of building to resist progressive collapse [S]. USA: Department of Defense, 2005.
[8]
GSA 2003,Progressive collapse analysis and design guidelines for new federal office building and major modernization project [S]. US: General Service Administration, 2003.
[9]
Frangopol D M, Curley J P. Effects of damage and redundancy on structural reliability [J]. Journal of Structural Engineering, 1987,113(7):1533―1549.
[10]
Pandey P C, Barai S V. Structural sensitivity as a measure of redundancy [J]. Journal of Structural Engineering, 1997,123(3):360―364.
[11]
Japanese Society of Steel Construction. Guideline for collapse control design-construction of steel buildings with high redundancy [M]. Japan: Japan Iron and Steel Federation, 2005.
[12]
刘杰). 输电塔连续倒塌数值模拟分析[D]. 南京: 东南大学, 2011.
[13]
Liu Jie. Numerical simulation and analysis for progressive collapse of transmission tower [D]. Nanjing: Southeast University, 2011.(in Chinese)
[14]
韩运龙),(冯健),(蔡建国),(王蜂岚). 斜拉结构各种连续倒塌分析技术的对比[C]. 北京: 第一届建筑结构抗倒塌学术交流会, 2010:79―85. Han Yunlong, Feng Jian, Cai Jianguo, Wang Fenglan. Contrast to various analysis techniques for progressive collapse of cable-stayed structure [C]. Beijing:The First Academic Conference on the Progressive Collapse-resisting Capacity of Building Structure, 2010: 79―85. (in Chinese
[15]
谢甫哲),(舒赣平),(风俊敏). 基于抽柱法的钢框架连续倒塌分析[J]. (东南大学学报(自然科学版), 2010,40(1):154―159. Xie Fuzhe, Shu Ganping, Feng Junmin. Progressive collapse analysis of steel frame structure using removing column method [J]. Journal of Southeast University (Natural Science Edition),2010,40(1): 154―159. (in Chinese