欧洲抗震设计规范Eurocode 8简介及其与我国岩土抗震设计比较  

Introduction to Eurocode 8 and comparison with Chinese seismic design code for buildings focusing on geotechnical aspects

作　　者：丁玉琴[1,2] 张永兴[1] 

机构地区：[1]重庆大学土木工程学院,重庆400045 [2]Rose School,Pavia大学,pavia27100

出　　处：《地震工程与工程振动》2010年第5期134-141,共8页Earthquake Engineering and Engineering Dynamics

基　　金：国家杰出青年科学基金项目(50625824)

摘　　要：地震带来的影响和危害引起了国际社会的共同关注,工程中的抗震设计越来越得到高度重视。本文就欧洲抗震设计规范Eurocode 8的内容进行了简要介绍,并专门针对Eurocode 8中岩土抗震设计部分从场地类型,地震反应谱,抗震设计基本原则和要求等方面与我国的抗震设计规范(GB 50011-2001)进行了阐述和对比,希望能增加读者对欧洲抗震设计规范的了解,同时为我国的岩土抗震设计简要提供参考和借鉴作用。Earthquake-induced hazard has caused common international concern,and more importance is attached to earthquake resistance design.Brief descriptions are due to Eurocode 8： ＂Design of structures for earthquake resistance＂ that was issued by CEN.The paper is principally based on the content of Eurocode 8 and the comparison between Eurocode 8 and Chinese seismic design code for buildings（GB 50011-2001） is made with emphasis on geotechnical aspects,i.e.the definition of ground types,the elastic response spectrum and the general rules of seismic design.It is not a very detailed account of the codes,thus the reader＇s attention is referred to Eurocode 8 and GB 50011-2001 for more detailed information of particular interests.

关 键 词：欧洲规范8 GB50011-2001 岩土抗震设计 

分 类 号：TU352[建筑科学—结构工程] P315.915[天文地球—地震学]