非线性地震反应程序对比及其适用工况

详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文

英文篇名：The Comparison of Nonlinear Seismic Response Procedures and Its Applicable Conditions 中文刊名：广东土木与建筑 英文刊名：Guangdong Architecture Civil Engineering 作者：李亚东 ; 关天定 英文作者：Li Yadong Guan Tianding(Earthquake Engineering Research & Test Center ; Guangzhou University Guangzhou 510405 ; China) 中文关键词：非线性地震分析 ; LSSRLI-1 ; SHAKE91 ; NERA 英文关键词：nonlinear seismic analysis program ; LSSRLI-1 ; SHAKE91 ; NERA 出版日期：2011-01-15 机构：广州大学工程抗震研究中心; 年：2011 期：01 出版单位：广东土木与建筑

摘要

详细介绍目前国内外较常用的3种场地分析程序(LSSRLI-1、SHAKE91、NERA),并运用这些程序对珠三角地区多个工程的钻孔进行场地分析,比较各程序得到的表层加速度反应谱,从而得出适合于各类工况的程序。
This paper describes the space of 3 analytical procedures which were commonly used at home and abroad(LSSRLI-1,SHAKE91,NERA),analysis the drill holes on the Pearl River Delta region by these programs,then compared the accleration response spectrum of the surface ground.Finally,it makes the conclusion that the different procedures are suitable for different conditions.

引文

[1]I.M Idriss Josephi.Sun.User′s manual for SHAKE91-Acomputer program for conducting equivalent linear seismicresponse analysesof horizontally layered soil deposits[M].The Center for Geotechnical Modeling Department of Civil&Environmental Engineering University of CaliforniaDavis,California,1992
    [2]J.P.Bardet,K.Ichii,and C.H.Lin.EERA-A computer pro-gram for equivalent-linear earthquake site response anal-yses[M].Department if civil engineering,University ofsouthern California,August 2000
    [3]廖振鹏,李小军.地表土层地震反应的等效线性化解法[M].地震小区划一理论与实践.北京:地震出版社,1989
    [4]GB 50011-2001建筑抗震设计规范[S]
    [5]GB 50021-2001岩土工程勘察规范[S]