|
|||||
|
|
| 抗震设计反应谱的标定方法 | |
| 引用本文： | 郭晓云,薄景山,张宇东,孙有为,李平.抗震设计反应谱的标定方法[J].世界地震工程,2011,27(1). |
| 作者姓名： | 郭晓云 薄景山 张宇东 孙有为 李平 |
| 作者单位： | 1. 中国地震局,工程力学研究所,黑龙江,哈尔滨,150080;防灾科技学院,河北,三河,065201 2. 防灾科技学院,河北,三河,065201;中国地震局,工程力学研究所,黑龙江,哈尔滨,150080 3. 防灾科技学院,河北,三河,065201 |
| 基金项目： | 中国地震局教师科研基金项目(20090128); 地震行业科研专项项目(200708039); 防灾减灾青年科技基金项目(200903) |
| 摘 要： | 抗震设计反应谱是结构抗震设计的主要依据,设计反应谱的标定是确定地震动输入的重要环节。文中详细地总结了设计反应谱标定的基本原理和几种常用的设计反应谱标定方法,介绍了我国建筑抗震设计反应谱参数的确定方法和统一抗震设计反应谱的研究现状及应用前景;对不同设计反应谱标定方法中存在的问题进行了评述;提出抗震设计反应谱标定方法中有待进一步研究的问题。 |
| 关 键 词： | 设计反应谱 特征周期 反应谱平台值 标定方法 |
Methods of calibrating seismic design response spectrum |
|
| GUO Xiaoyun,BO Jingshan,ZHANG Yudong,SUN Youwei,LI Ping.Methods of calibrating seismic design response spectrum[J].World Information On Earthquake Engineering,2011,27(1). | |
| Authors: | GUO Xiaoyun BO Jingshan ZHANG Yudong SUN Youwei LI Ping |
| Institution: | GUO Xiaoyun1,2,BO Jingshan2,1,ZHANG Yudong2,SUN Youwei2,LI Ping2,1 (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China,2.Institute of Disaster Prevention,Sanhe 065201,China) |
| Abstract: | Seismic design response spectrum is the basis of structural seismic design.Calibration of the seismic design response spectrum is the main chain of determining structures' seismic input.The basic theory and several methods of determining design response spectrum are summarized,the calibrating methods of the seismic design response spectrum in our country are introduced,the present studied state of Uniform Seismic Design Spectrum and its application foreground are discussed,then the problems of every method ... |
| Keywords: | seismic design response spectrum characteristic period the max value of design response spectrum method of calibration |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |