砖砌体结构层间位移角的探讨
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摘要
基于结构性能的抗震设计要求,采用层间位移角作为结构性能水准的评价指标易于被工程师所接受。首先讨论钢筋混凝土结构、钢结构、砌体结构在不同性能水准的层间位移角的取值规定,在此基础上对砌体结构墙体及模型试验结果进行统计分析,给出砌体结构的不同性能水准的层间位移角建议取值,供工程应用参考。
Engineers would like to use Inter-story displacement Angle as evaluation index for structural performance based on the requirements of performance-based seismic design. In this paper,determining inter-story displacement angle of reinforced concrete structures,steel structures and masonry structures in the different performance levels were firstly discussed. In addition,statistical analysis of the existing experimental results of masonry walls and models was done. Finally, some advices about determining inter-story displacement angle of masonry structures in different performance levels were given. which can be used as references for engineering application.
Engineers would like to use Inter-story displacement Angle as evaluation index for structural performance based on the requirements of performance-based seismic design. In this paper,determining inter-story displacement angle of reinforced concrete structures,steel structures and masonry structures in the different performance levels were firstly discussed. In addition,statistical analysis of the existing experimental results of masonry walls and models was done. Finally, some advices about determining inter-story displacement angle of masonry structures in different performance levels were given. which can be used as references for engineering application.
引文
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[2]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(Lu Dagang,Li Xiaopeng,Wang Guangyuan.Global seismic fragility analysis of structures based on reliability and performance[J].Journal of Natural Diasters,2006,15(2):107-114(in Chinese))
[3]门进杰,史庆轩,周琦.框架结构基于性能的抗震设防目标和性能指标的量化[J].土木工程学报,2008,41(9):76-82(Men Jinjie,Shi Qingxuan,Zhou Qi.Performance-based seismic fortification criterion and quantified performance index for reinforced concrete frame structures[J].China Civil Engineering Journal,2008,41(9):76-82(in Chinese))
[4]吕静,刘文峰,王晶.钢筋混凝土框架结构抗震性能目标的量化研究[J].工程抗震与加固改造,2011,33(5):80-86(Lu Jing,Liu Wenfeng,Wang Jing.Quantization research on seismic performance target of reinforced concrete frames[J].Earthquake Resistant Engineering and Retrofitting,2011,33(5):80-86(in Chinese))
[5]杨君,安平.钢筋混凝土框架结构的性能指标[J].陕西建筑,2008(6):16-22
[6]史庆轩,侯炜,田园,等.钢筋混凝土核心筒性态水平及性能指标限值研究[J].地震工程与工程震动,2011,31(6):88-95(Shi Qingxuan,Hou Wei,Tian Yuan,et al.Study on seismic performance levels and performance index limit values of reinforced concrete core wall structure[J].Earthquake Engineering and Engineering Vibration,2011,31(6):88-95(in Chinese))
[7]钟益村,王文基,田家骅.钢筋混凝土结构房屋变形性能及容许变形指标[J].建筑结构,1984,(2):38-45
[8]沈祖炎,孙飞飞.关于钢结构抗震设计方法的讨论与建议[J].建筑结构,2009,39(11):115-122(Shen Zuyan,Sun Feifei.Discussion and recommendation on seismic design for steel structures[J].Building Structure,2009,39(11):115-122(in Chinese))
[9]郑久建,白雨东.结构地震控制的设防目标和基本设计方法[J].工程抗震与加固改造,2005,27(3):30-33(Zheng Jiujian,Bai Yudong.Seismic fortification goal and basic design method of structural control[J].Earthquake Resistance Engineering and Retrofitting,2005,27(3):30-33(in Chinese))
[10]Laurent P,Amadio C,FragiacomoM.Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code[J].Earthquake Engineering and Structural Dynamics,2008,37(3):467-485
[11]熊立红,吴文博,孙悦.汶川地震作用下约束砌体房屋抗震能力分析[J].土木工程学报,2012,45(S2):103-108(Xiong Lihong,Wu Wenbo,Sun Yue.Seismic performance of confined masonry buildings during the Wenchuan earthquake[J].China Civil Engineering Journal,2012,45(S2):103-108(in Chinese))
[12]GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010(GB 50011—2010 Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010(in Chinese))
[13]GB 50023—2009建筑抗震鉴定标准[S].北京:中国建筑工业出版社,2009(GB 50023—2009 Stand for seismic appraisal of buildings[S].Beijing:China Architecture and Building Press,2009(in Chinese))
[14]钟德腾,董竟成,吴希南,等.带钢筋混凝土构造柱砖房模型及墙体抗震性能的试验研究[J].建筑科学,1986(4):53-61(Zhong Deteng,Dong Jingcheng,Wu Xi’nan.Experimental study on seismic behaviour of brick building models and walls with R.C.tie columns[J].Building Science,1986(4):53-61(in Chinese))
[15]Magenes G,Calvi G M.In-plane seismic response of brick masonry walls[J].Earthquake Engineering and Structural Dynamics,1997,26(11):1091-1112
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