[1]裴星洙,廖述清,张立,等.基于建筑抗震设计规范的设计用地震动分析[J].世界地震工程,2006,(02):154-160.
 PEI Xing-zhu,LIAO Shu-qing,ZHANG Li,et al.Analyses of seismic waves for building structure design based on the design code of earthquake-resistant structures[J].,2006,(02):154-160.
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基于建筑抗震设计规范的设计用地震动分析
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2006年02期
页码:
154-160
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Analyses of seismic waves for building structure design based on the design code of earthquake-resistant structures
作者:
裴星洙1 廖述清1 张立1 北村春幸2
1. 西安交通大学 土建与力学学院 陕西 西安 710049;
2. 东京理科大学 理工学部 日本
Author(s):
PEI Xing-zhu1 LIAO Shu-qing1 ZHANG Li1 Haruyuki Kitamura2
1. School of Civil Engineering and Mechanics, Xi’an Jiaotong University, Xi’an 710049, China;
2. Faculty of Scinence and Engineering Structures, Tokyo University of Science, Japan
关键词:
地震反应谱隔震结构时程分析抗震规范
Keywords:
seismic response spectrumseismic isolated structuretime history analysisearthquake-resistant code
分类号:
P315
摘要:
首先利用我国《建筑抗震设计规范》(GB 50011-2001)中的地震影响系数曲线,制成适合于我国抗震设计规范的人工地震波形,然后使用该人工波和日本现行设计用地震动,对隔震结构进行地震响应分析,最后由地震响应结果对所提出的模拟设计用地震动大小进行评价,得到一些有意义结论,供抗震设计人员在设计时参考。
Abstract:
The artificial seismic waves that meet the requirements of Design Code of Earthquake-Resistant Structures of China(GB 50011-2001) are synthesized by using the recommended curve of earthquake influence coefficient.Then,the seismic response of a seismic isolated structure is analyzed by using the artificial seismic waves and the design seismic waves currently used in Japan separately.The level of presented artificial seismic waves is also assessed through the results of the seismic response in the paper,and some conclusions are obtained,which can be reference for design of earthquake resistant structure.

参考文献/References:

[1] GB 50011-2001,建筑抗震设计规范[S].中国建筑工业出版社,2002.
[2] 土桥徹,等.六本木Hillss森塔结构设计[A].第六届中日建筑结构技术交流会论文集[C].杭州,2004,73-86.
[3] 日本建筑结构技术者协会编.响应控制结构设计法[M].彰国社,2000.12.
[4] 裴星洙,廖红建,张立译.建筑振动解析[M].西安:西安交通大学版社,2004.

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备注/Memo

备注/Memo:
收稿日期:2005-11-17;改回日期:2006-3-21。
作者简介:裴星洙(1954- ),男,副教授,主要从事结构强度、结构抗震以及疲劳断裂方面的科研与教学工作
更新日期/Last Update: 1900-01-01