中国大陆结构地震反应观测系统布设研究
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摘要
本文简要介绍了结构地震反应观测研究的意义。并以中国地震局防灾大楼和北京市人大办公大楼结构地震反应观测系统为布设实例,阐述了中国大陆地区结构地震反应观测系统的两种布设方式。对两种方式进行了分析,指出简化布设中存在的问题,并提出了布设原则,用于指导结构地震反应观测系统的布设。
The significance of strong motion observation and structural seismic response observation research are briefly introduced in the paper.Based on the examples of the structural seismic response observation systems installed in the anti-disaster building of China Earthquake Administration and the office building of the Standing Committee of Beijing People′s Congress,the paper expatiates on the two means of the structural seismic response observation system in Chinese Mainland.According to the current situation,the problems in the installation of the systems are discussed,the principle of the layout has been proposed.
The significance of strong motion observation and structural seismic response observation research are briefly introduced in the paper.Based on the examples of the structural seismic response observation systems installed in the anti-disaster building of China Earthquake Administration and the office building of the Standing Committee of Beijing People′s Congress,the paper expatiates on the two means of the structural seismic response observation system in Chinese Mainland.According to the current situation,the problems in the installation of the systems are discussed,the principle of the layout has been proposed.
引文
[1]周雍年.强震动观测的发展趋势和任务.世界地震工程,2001,17(4):19-26
[2]J.G.Anderson.StrongMotion Se ismology.In:IASPEIHandbook of Earthquake and Engineering Se ismology.2002
[3]谢礼立,于双久.强震观测与分析原理.北京:地震出版社,1982:149-164
[4]胡平.首都圈数字强震台网建设.见:首都圈工程管理中心.筑减灾基业-首都圈防震减灾示范区系统工程巡礼.北京:地震出版社,2003:145-151
[5]陈颙,米宏亮,陈棋福.地震灾害:从工程灾害到地震灾害.见:王椿镛,齐霄斋,主编.新世纪地震工程与防震减灾.北京:地震出版社.2002:27-36
[6]陈虹,李成日.印尼8.7级地震海啸灾害及应急救援.国际地震动态,2003(4):22-26
[7]Shakal A,et al.CSM IP strong-motion records from the Northridge,Californ ia earthquake of 17 January 1994.ReportNo.OSMS94-07,Californ ia StrongMotion Instrum entation Program,Californ ia Departm ent of Conser-vation.1994
[8]Celeb i M,Safak E.Se ism ic Response of Pac ific Park P laza.I:Data and prelim inary analysis.Journal ofStructural Engineering,ASCE 1992,118(6):1 547-1 565
[9]李鸿晶,朱士云,M ehm et Celeb i.强震观测建筑结构的地震反应分析.地震工程与工程振动,2003,23(6):31-36
[10]李山有,金星,刘启方,等.中国强震动观测展望.地震工程与工程振动,2003,23(2):1-7
[11]周正华,李铁,代志勇,等.建筑结构地震反应观测系统.地球物理学进展,2004,19(4):868-872
[12]北京地震局震害防御与工程地震研究所.北京市人大办公大楼强震监测系统建设工程报告.1999
[13]尹之潜,彭克中.建筑物脉动现象分析.见:刘恢先主编.地震工程研究报告集,1集.1962:122-129
[2]J.G.Anderson.StrongMotion Se ismology.In:IASPEIHandbook of Earthquake and Engineering Se ismology.2002
[3]谢礼立,于双久.强震观测与分析原理.北京:地震出版社,1982:149-164
[4]胡平.首都圈数字强震台网建设.见:首都圈工程管理中心.筑减灾基业-首都圈防震减灾示范区系统工程巡礼.北京:地震出版社,2003:145-151
[5]陈颙,米宏亮,陈棋福.地震灾害:从工程灾害到地震灾害.见:王椿镛,齐霄斋,主编.新世纪地震工程与防震减灾.北京:地震出版社.2002:27-36
[6]陈虹,李成日.印尼8.7级地震海啸灾害及应急救援.国际地震动态,2003(4):22-26
[7]Shakal A,et al.CSM IP strong-motion records from the Northridge,Californ ia earthquake of 17 January 1994.ReportNo.OSMS94-07,Californ ia StrongMotion Instrum entation Program,Californ ia Departm ent of Conser-vation.1994
[8]Celeb i M,Safak E.Se ism ic Response of Pac ific Park P laza.I:Data and prelim inary analysis.Journal ofStructural Engineering,ASCE 1992,118(6):1 547-1 565
[9]李鸿晶,朱士云,M ehm et Celeb i.强震观测建筑结构的地震反应分析.地震工程与工程振动,2003,23(6):31-36
[10]李山有,金星,刘启方,等.中国强震动观测展望.地震工程与工程振动,2003,23(2):1-7
[11]周正华,李铁,代志勇,等.建筑结构地震反应观测系统.地球物理学进展,2004,19(4):868-872
[12]北京地震局震害防御与工程地震研究所.北京市人大办公大楼强震监测系统建设工程报告.1999
[13]尹之潜,彭克中.建筑物脉动现象分析.见:刘恢先主编.地震工程研究报告集,1集.1962:122-129
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