参考文献/References:
[1]徐璐.掉层框架剪力墙结构地震易损性研究[D].重庆:重庆大学,2019.
[2] Hwang H H M,Low Y K. Seismic reliability analysis of plane framestructures[J].ProbabilisticEngineeringMechanics.1989, 4(2):74-84.
[3] Hwang H H M,Low Y K,Hsu H M. Seismic reliability analy?sis of flat-plate structures[J]. Probabilistic Engineering Me?chanics. 1990,5(1):2-8.
[4] Hwang H H M,Jaw J W. Probabilistic damage analysis of structures[J]. Journal of Structural Engineering. 1990,116(7):1992-2007.
[5] Rossetto T,Elnashai A. Derivation of vulnerability functions for European-type RC structures based on observational data [J]. Engineering Structures. 2003,25(10):1241-63.
[6]杨钦杰,李蕾,梁结,等.钦州市建筑物抗震性能普查及震害预测分析[J].华南地震,2021,41(02):83-91.
[7]吕国军,张合,孙丽娜,等.廊坊市重要建筑物易损性分析[J].地震研究,2017,40(04):638-645+678.
[8]宋立军,唐丽华,尹力峰,等.石河子市建筑物群体易损性矩阵的建立方法及震害预测[J].内陆地震,2001,15(04):320-325.
[9]张永群,蒋利学,王卓琳.基于性能的多层砌体结构地震易损性分析[J].建筑结构学报,2021,42(5):64-71.
[10]楼思展,叶志明,陈玲俐.框架结构房屋地震灾害风险评估[J].自然灾害学报,2005,14(5):103-109.
[11] Vielma J C,Porcu M C,López N.Intensity measure based on a smooth inelastic peak period for a more effective incre?mental dynamic analysis[J].Applied Sciences,2020,10 (8632):8632.
[12] Kita A,Cavalagli N,Masciotta M,et al.Rapid post-earth?quake damage localization and quantification in masonry structures through multidimensional non-linear seismic IDA [J].Engineering Structures,2020,219 (15):110841.
[13] Jouneghani H G,Haghollahi A.Assessing the seismic be?havior of steel moment frames equipped by elliptical brace through incremental dynamic analysis(IDA)[J].Earth?quake Engineering and Engineering Vibration,2020(19):435-449.
[14] Yahyapour R,Seyedpoor S M.Comparing the seismic be?havior of various knee braced steel frames based on incre?mental dynamic analysis and development of fragility curves[J].International Journal of Steel Structures,2021, 21(4):1-14.
[15]程明超.砌体结构地震易损性研究[D].西安:西安建筑科技大学,2021.
[16] Wei Guo,Yao Hu,Yunsong Li,et al. Seismic performance evaluation of typical dampers designed by Chinese Building Code[J]. Earthquake Engineering and Engineering Vibra?tion,2019,18(02):433-446.
[17]李敏,杨立国,陈海鹏,等.杭州市典型土层剪切波速与埋深间的关系分析 [J]. 震灾防御技术,2020,15(1):77-88.
[18]龚云峰,姚激,黄坤,等.采用不同减震结构体系的RC框架结构地震易损性分析[J].工程抗震与加固改造,2023, 45(02):83-89.
[19]中华人民共和国国家质量监督检验检疫总局.建(构)筑物地震破坏等级划分:GB/T24335-2009 [S].北京:地震出版社,2009.
[20]刘洪波,佟瑶,蒋垚俊,等.RC框架结构地震易损性分析方法研究进展[J].世界地震工程,2020,36(03):141-150.
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