Eurocode8、CECS 160:2004与GB50011—2010中考虑土-结构相互作用效应的比较
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摘要
我国新版《建筑抗震设计规范》(GB 50011—2010)于2010年12月1日起正式实施;从考虑土-结构相互作用效应方面,我国抗震规范与欧洲抗震设计规范(Eurocode8)2004版和我国建筑工程抗震性态设计通则(CECS 160:2004)进行了比较,旨在为从事工程抗震的设计和研究人员提供一定参考和借鉴。
The latest edition of Chinese code for seismic design of buildings(GB 50011—2010),is officially implemented on December 1,2010,which is compared with Eurocode 8(2004 edition) and Chinese general rule for performance-based seismic design of buildings(CECS 160:2004) in this paper in terms of soil-structure interaction.This paper aims to provide some references for designers and researchers in seismic engineering.
The latest edition of Chinese code for seismic design of buildings(GB 50011—2010),is officially implemented on December 1,2010,which is compared with Eurocode 8(2004 edition) and Chinese general rule for performance-based seismic design of buildings(CECS 160:2004) in this paper in terms of soil-structure interaction.This paper aims to provide some references for designers and researchers in seismic engineering.
引文
[1]李亚东.欧洲规范及其近期进展[J].桥梁建设,1999,29(3):58-62.Li Yadong.Eurocodes and its recent development[J].Bridge Construction,1999,29(3):58-62.(inChinese)
[2]刘洁平,李小东,张令心.浅谈欧洲规范Eurocode8-结构抗震设计[J].世界地震工程,2006,22(3):53-59.Liu Jieping,Li Xiaodong,Zhang Lingxin.Elementaryintroduction to Eurocode 8-design of structures forearthquake resistance[J].World Earthquake Engi-neering,2006,22(3):53-59.(in Chinese)
[3]European Committee for Standardization.Eurocode8:design of structures for earthquake resistance[S],2004.
[4]中国地震局工程力学研究所,中国建筑科学研究院工程抗震研究所,哈尔滨工业大学.CECS160:2004建筑工程抗震性态设计通则[S].北京:中国计划出版社,2004.Institute of Engineering Mechanics,China EarthquakeAdministration,China Academy of Building Re-search,Harbin Institute of Technology.CECS 160:2004 general rule for performance-based seismic de-sign of buildings[S].Beijing:China PlanningPress,2004.(in Chinese)
[5]中华人民共和国住房和城乡建设部.GB50011—2010建筑抗震设计规范[S].中国建筑工业出版社,2010.Ministry of Housing and Urban-Rural Development ofthe People’s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.(inChinese)
[2]刘洁平,李小东,张令心.浅谈欧洲规范Eurocode8-结构抗震设计[J].世界地震工程,2006,22(3):53-59.Liu Jieping,Li Xiaodong,Zhang Lingxin.Elementaryintroduction to Eurocode 8-design of structures forearthquake resistance[J].World Earthquake Engi-neering,2006,22(3):53-59.(in Chinese)
[3]European Committee for Standardization.Eurocode8:design of structures for earthquake resistance[S],2004.
[4]中国地震局工程力学研究所,中国建筑科学研究院工程抗震研究所,哈尔滨工业大学.CECS160:2004建筑工程抗震性态设计通则[S].北京:中国计划出版社,2004.Institute of Engineering Mechanics,China EarthquakeAdministration,China Academy of Building Re-search,Harbin Institute of Technology.CECS 160:2004 general rule for performance-based seismic de-sign of buildings[S].Beijing:China PlanningPress,2004.(in Chinese)
[5]中华人民共和国住房和城乡建设部.GB50011—2010建筑抗震设计规范[S].中国建筑工业出版社,2010.Ministry of Housing and Urban-Rural Development ofthe People’s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.(inChinese)
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