简述高层钢结构房屋的抗震计算要点

英文篇名：A Brief Talk On The Antivibration Computation Of High-rise Building With Steel Structure
中文刊名：林业科技情报
英文刊名：Forestry Science and Technology Information
作者：石晓东 ; 陈巍
英文作者：Shi Xiaodong Chen Wei(Jinzhou Design Institute ; Petrochina Northeast Refining And Chemical Engineering Co. ; Ltd.)
中文关键词：钢结构 ; 地震作用 ; 承载力 ; 抗震计算 ; 变形 ; 要点
英文关键词：steel structure ; earthquake ; bearing capacity ; antivibration computation ; distortion ; gist
出版日期：2011-08-15
机构：中石油东北炼化工程有限公司锦州设计院;
年：2011
期：03
出版单位：林业科技情报

摘要

随着民用高层钢结构建筑在我国的迅速发展,结构体系也呈多样化发展。纯框架结构、框架中心支撑结构、框架偏心支撑结构、框架抗震墙结构等各种类型的钢结构建筑物在我国建成。在地震作用下,要提高上述结构的抗震性能,就要对高层钢结构建筑物进行科学的抗震计算和采取必要的构造措施,本文较详细地论述了高层钢结构房屋的抗震计算要点。
The structure system has diversity development form with the rapid development of commercial high-rise building with steel structure.The architecture with the structure of pure framework,framework center supporting,framework eccentricity supporting and framework antibrivation wall appeared gradually.The high-rise architecture with steel structure needs scientific antivibration computation and necessary conformation measure to improve the antivibration property.This paper states the computation gist of high-rise building with steel structure.

引文

[1]GB50011-2010,建筑抗震设计规范.中国建筑工业出版社,2010.
[2]GB 50017—2003,钢结构设计规范.中国建筑工业出版社,2003.
[3]建筑震害与设计对策.中国计划出版社,2009.