土木工程 |
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钢筋砼框架结构易损性评估的参数敏感性分析 |
苏亮1,索靖1,2,宋明亮1 |
1. 浙江大学 空间结构研究中心,浙江 杭州 310058; 2. 杭州市建筑设计研究院有限公司,浙江 杭州 310001 |
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Parameter sensitivity analysis of seismic vulnerability assessment for RC frames |
SU Liang1, SUO Jing1,2, SONG Ming-liang1 |
1. Space Structures Research Center, Zhejiang University, 310058, China; 2. Hangzhou Architectural Design & Research Institute CO. LTD, 310001, China |
[1] 清华大学,西南交通大学,北京交通大学土木工程结构专家组.汶川地震建筑震害分析[J].建筑结构学报,2008, 29(4): 19.
Civil and Structural Groups of Tsinghua University, Xinan Jiaotong University and Beijing Jiaotong University. Analysis on seismic damage of buildings in theWenchuan earthquake [J]. Journal of Building Structures, 2008, 29(4), 19.
[2] 李宏男,肖诗云,霍林生.汶川地震震害调查与启示[J].建筑结构学报, 2008;29(4): 10-19.
LI Hong-nan, XIAO Shi-yun, HUO Lin-sheng. Damage investigation and analysis of engineering structures in the Wenchuan earthquake [J]. Journal of Building Structures, 2008, 29(4): 10-19.
[3] 王亚勇.汶川地震建筑震害启示——抗震概念设计[J].建筑结构学报,2008,29(4): 20-25.
WANG Ya-yong. Lessons learnt from building damages in the Wenchuan earthquake—seismic concept design of buildings [J]. Journal of Building Structures, 2008, 29(4): 20-25.
[4] 王悦,刘晶波.建筑物地震损失估计方法对比分析[J].自然灾害学报,2005,14(4): 121-126.
WANG Yue, LIU Jing-bo. Comparative analysis of estimation methods for earthquake losses to buildings [J]. Journal of Natural Disasters, 2005, 14(4): 121-126.
[5] 侯爽,郭安薪,李惠,等.城市典型建筑的地震损失预测方法I:结构易损性分析 [J]. 地震工程与工程振动, 2007, 27(6): 64-69.
HOU Shuang, GUO An-xin, LI Hui, et al. Earthquake loss prediction method of typical urban buildings I: Structural vulnerability analysis [J]. Journal of Earthquake Engineering and Engineering Vibration, 2007, 27(6): 64-69.
[6] GLAISTER S, PINHO R. Development of a simplified deformation-based method for seismic vulnerability assessment [J]. Journal of Earthquake Engineering, 2003, 7(1): 107-140
[7] CROWLEY H, PINHO R, BOMMER J J, et al. Development of a displacement-based method for earthquake loss assessment [M]. Pavia, Italy: Research Report ROSE 2006/01, IUSS Press, 2006: 35-93.
[8] 时吉涛.基于位移的地震易损性分析方法研究[M].杭州:浙江大学,2012: 30-43.
[9] 索靖.基于位移的地震易损性概率评估方法研究[M].杭州:浙江大学,2013: 44-59.
[10] PRIESTLEY M J N, CALVI G M, KOWALSKY M J. Direct displacement-based seismic design of structures [M]. Pavia: IUSS Press, Pavia, Italy, 2007.
[11] SU L, XIAO N, WANG Y. A statistical approach to determine 2D optimal equivalent linear parameters with application to earthquake engineering [J]. Earthquake Engineering and Engineering Vibration, 2012; 11(3): 415-425.
[12] Eurocode 8, Design of Structures for Earthquake Resistance-Part 1: General Rules: Seismic Actions and Rules for Buildings[S]. Brussels, Belgium: European Committee for Standardization, 1998. |
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