- 摘 要
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(1内蒙古建筑职业技术学院,呼和浩特 010070;2城市建设研究院)
[摘要] 基于动力增量时程分析法的结构易损性分析是基于性能抗震设计的重要内容。本文重点分析了不同抗震设防烈度下三层RC框架结构遭受地震动破坏时的情况,统计得出了相应的破坏概率矩阵与结构易损性曲线;建立了设防烈度与破坏概率之间的关系,为设计人员确定结构抗震性能水准提供了数据支持。
[关键词] 易损性;增量动力分析法;框架结构
中图分类号:TU375
作者简介:贾秀英,?
Analysis on structural seismic vulnerability of RC frames with different seismic fortification levels
Jia Xiuying, Yang Yanqi
(1 IMTCC,Hohehot 010070,China;2 ?)
Abstracts:Seismic vulnerability analysis based on IDA is the most important content of performance-based seismic design. A three-storey frame structure designed under different seismic fortification intensity were analyzed when Subjected to seismic damage in this paper, the statistics show that the corresponding destruction probability matrix and structural vulnerability curve; The relationship fortification intensity and failure probability were founded, and it can give the designers support data when determining the structural seismic performance level .
Keywords:vulnerability;IDA;frame structure
参考文献
[1]于晓辉.钢筋混凝土框架结构的整体概率抗震能力分析[D].哈尔滨:哈尔滨工业大学,2007.
[2]李磊,郑山锁,李谦.基于IDA的型钢混凝土框架的地震易损性分析[J].广西大学学报:自然科学版,2011,36(4):535-541.
[3]VAMVATSIKOS D, CORNELL CA. Incremental l dynamic analysis[J].Earthquake Engineering and Structural Dynamics,2002, 31( 3): 491-514.
[4]Pacific Earthquake Engineering Research Center. PEER strong motion database [DB/OL]. http://peer.berkeley.edu/smcat/index.html. California: Berkley, 2005[Sep,2005].
[5]Applied Technical Council, Federal Emergency Management Agent. Quantification of Building Seismic Performance Factors[R].California,2009.
[6]FARZIN ZAREIAN, HELMUT KRAWINKLER. Assessment of Probability of collapse and design for collapse safety[J].Earthquake Engineering and Structural Dynamics, 2007;36:1901-1914.
[7]CHARA CH. MITROPOULOU, MANOLIS PAPADRAKAKIS. Developing fragility curves based on neural network IDA predictions[J]. Engineering Structures,2011,33:3409-3421.
[8]吕大刚,李晓鹏,王光远. 基于可靠度和性能的结构整体地震易损性分析[J].自然灾害学报,2006,15(2):107-114.
[9]盛骤等编著.概率论与数理统计[M].北京,高等教育出版社,2008.
[10]Applied Technology Council, Federal Emergency Management Agency. Quantification of building seismic performance factors [R]. America: FEMA, 2008.
[11]SUCUOGLU H, YUCEMEN S, GEZER A. Statistical evaluation of the damage potential of earthquake ground motions [J].Structural Safety, 1999, 20(4): 357-378.