摘要
介绍了美国抗震设计规范的基本内容,结合伊朗某厂区综合办公楼的结构分析过程,分别应用Midas gen(8.65版本)软件采用美国规范设计和应用PKPM(V.410)软件采用中国规范设计,对比分析结果,可以得出中美两国的设计规范均以设计反应谱作为核心理论进行延伸,两套规范自成一体,在同等的基本条件下,虽然计算结果存在着差异,但是对于"中震"的抗震设计要求基本相同,两者的计算所得到的均为适当计算结果。
This paper briefly introduces basic content of American Seismic Design Code and analyzes the structure of a comprehensive building in an Iran plant. Midas gen(version 8.65) software applying American seismic code and PKPM(version4.10) software applying Chinese seismic code are used for comparative analysis. Design codes of China and America both take design response spectrum as core theory to extend itself, and develop a unique system of codes. Under same basic condition, the seismic requirements of "medium earthquake" are generally the same, although the results of calculation turns out to be different,but all appropriate.
作者
郑宇
毕鲁博
ZHENG Yu;BI Lu-bo(Beijing United Gas Engineering & TechnologyCo.Ltd.,Beijing 100026,China;Shougang Group,Beijing 100041,China)
出处
《工程建设与设计》
2018年第11期36-40,共5页
Construction & Design for Engineering
关键词
地震动参数
最大考虑地震
设计地震
结构反应调整系数
地震作用影响系数
场地土类别
ground motion parameter
extreme earthquake considered
design earthquake
adjustment coefficient of structureresponse
earthquake influence coefficient
site soil class