我国与印尼建筑抗震设计地震基本参数的对比
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摘要
我国与印尼均有相关的抗震设计规范,然而由于本身规范体系的差别,对应一些印尼工程项目,在实际应用中,一些看似概念上与国内相同或相近的基本参数,应用起来却存在很大的差别。本文通过对两国抗震规范中一些地震基本参数的概念分析与逐一对比,提出这些参数相同或差异之处,便于相关技术人员理解与使用。
China and Indonesia are all have related codes on seismic design.However,because of the differences between two nation's standards system,for some projects in Indonesia,we found there are some differences when we used these basic seismic parameters as our experience in china,although these parameters seem have same or similar concepts.Through the analysis and comparison on basic seismic parameters in these two countries Codes,we identify the difference points.It should be easy to be understood and used by the engineers in two countries.
China and Indonesia are all have related codes on seismic design.However,because of the differences between two nation's standards system,for some projects in Indonesia,we found there are some differences when we used these basic seismic parameters as our experience in china,although these parameters seem have same or similar concepts.Through the analysis and comparison on basic seismic parameters in these two countries Codes,we identify the difference points.It should be easy to be understood and used by the engineers in two countries.
引文
[1]GB 50011-2010,建筑抗震设计规范[S].
[2]GB 18306-2001,中国地震动参数区划图[S].
[3]SNI-1726-2002,Standar perencanaan ketahanan gempa untuk structur bangunan gedung[S].
[4]胡津贤.GB 18306-2001《中国地震动参数区划图》宣贯教材[M].北京:中国标准出版社,2001.
[2]GB 18306-2001,中国地震动参数区划图[S].
[3]SNI-1726-2002,Standar perencanaan ketahanan gempa untuk structur bangunan gedung[S].
[4]胡津贤.GB 18306-2001《中国地震动参数区划图》宣贯教材[M].北京:中国标准出版社,2001.
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