中、美、欧、日抗震规范对比*
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（1 青岛理工大学， 青岛 266033； 2 山东蓝色经济区工程建设与安全协调创新中心， 青岛 266033）［摘要］对比分析中、美、欧、日的抗震设防水准、弹性反应谱、地震作用计算方法的异同，基于算例对比各国抗震规范中不同地震烈度下的地震作用设定水平。结果表明，上述抗震规范中反应谱、地震作用计算方法的本质是相同的，但在反应谱的表达形式、参数确定方法和地震作用取值上存在差异。［关键词］抗震规范; 地震作用; 设防水准; 反应谱; 设计基底剪力中图分类号：TU202，TU318 文献标识码：A 文章编号：1002-848X(2014)19-0061-06Comparison of Chinese, American, European and Japanese seismic codesZhang Guiming1, Liu Wenfeng1,2(1 Qingdao Technological University, Qingdao 266033, China; 2 Collaborative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao 266033, China)Abstract: Similarities and differences of seismic fortification level, elastic response spectrum, calculation methods of earthquake action among Chinese, American, European, Japanese seismic codes were compared and analyzed. Based on the case, levels of earthquake action in these codes under different seismic intensities were comparied. The results show that the essence of response spectrum and calculation methods of earthquake action of the codes is similar while expression form of response spectrum, methods of determining ground motion parameters and valuing of earthquake action is different.Keywords: seismic code; earthquake action; seismic fortification level; response spectrum; design base shear*国家自然科学基金项目(50878110)。通讯作者：刘文锋，教授，博士，Email: lwf6688@sohu.com。参考文献［1］BIOT M A. A Mechanical analyzer for predition of earthquake stress［J］. Bulletin of the Seismological Society of America, 1941（31）: 151-171.［2］GB 50011—2010建筑抗震设计规范［S］.北京:中国建筑工业出版社，2010.［3］ASCE/SEI 7-10 Minimum design loads for buildings and other structures［S］. Reston: American Society of Civil Engineers, 2010［4］EN 1998-1∶2004 Eurocode 8: design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for buildings［S］. Brussels: European Committee for Standardization, 2004.［5］日本「建築基準法施行令」［S］. 東京: 日本建築センター，2002.［6］山根尚志.日本地震简介和日建设计的抗震设计［J］.建筑钢结构进展, 2008,10(3):56-61.［7］罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究［J］.建筑结构,2006,36(8):103-107.［8］周锡元,曾德民.估计不同服役期结构的抗震设防水准的简单方法［J］.建筑结构,2002,32(1):37-40.［9］TJ 11—74工业与民用建筑抗震设计规范［S］.北京:中国建筑工业出版社，1974.［10］TJ 11—78工业与民用建筑抗震设计规范［S］.北京:中国建筑工业出版社，1978.［11］GBJ 11—89 建筑抗震设计规范［S］. 北京：中国建筑工业出版社，1989.［12］蔡健,周靖,方小丹.中外钢筋混凝土框架结构抗震设计安全度的比较［J］.建筑结构,2006,36(2):1-5.［13］王亚勇,郭子雄,吕西林.建筑抗震设计中地震作用的取值——主要国家抗震规范的比较［J］.建筑科学,1999,15(5):36-39.［14］李慧.中、美、欧、日建筑抗震规范地震作用对比研究［D］.哈尔滨：哈尔滨工业大学,2011.［15］YANQIANG GAO, WENFENG LIU. Statistical analysis of fundamental periods of frameshear wall structures［J］. Applied Mechanics and Materials, 2012, 174-177: 2071-2078.［16］YANQIANG GAO, WENFENG LIU. Statistical analysis of fundamental periods of frame structures［J］. Applied Mechanics and Materials, 2012,226-228:1174-1180.
