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高层隔震结构设计方法研究

商昊江 祁皑

福州大学学报(自然科学版)2012,Vol.40Issue(1):107-114,8.
福州大学学报(自然科学版)2012,Vol.40Issue(1):107-114,8.DOI:35-1117/N.20120112.1001.005

高层隔震结构设计方法研究

Research on the design method of high-rise isolated structure

商昊江 1祁皑1

作者信息

  • 1. 福州大学土木工程学院,福建福州350108
  • 折叠

摘要

Abstract

To choose the right bearings accurately in the design of high - rise isolated structure, the method that the seismic action will be reduced to 1/3 ~ 1/2 input to high - rise seismic structure and the calculation results of vertical support reaction at the bottom of the structure will be considered as the basis of choosing bearings. To make designers easily master this method, the design process proposed by this paper will be represented by taking a pratical project for example, which is based on Etabs finite elements software and according to the 12 th chapter of (Code for seismic design of buildings) and some other relevant standards, and the results show that this method is convenient and effective.

关键词

高层/隔震结构/设计方法/隔震支座/应力

Key words

high - rise/ isolated structure/ design method/ isolation bearing/ stress

分类

建筑与水利

引用本文复制引用

商昊江,祁皑..高层隔震结构设计方法研究[J].福州大学学报(自然科学版),2012,40(1):107-114,8.

基金项目

福建省科技厅重点资助项目(2007Y0025) (2007Y0025)

福州大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1000-2243

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