中美抗震规范地震作用计算方法对比分析

英文篇名：Comparison of Earthquake Calculation Method in Seismic Code Between China and the United States
中文刊名：华中科技大学学报(城市科学版)
英文刊名：Journal of Huazhong University of Science and Technology(Urban Science Edition)
作者：朱文静 ; 伋雨林 ; 夏文娟 ; 闫帅平
英文作者：ZHU Wen-jing1 ; JI Yu-lin2 ; XIA Wen-juan2 ; YAN Shuai-ping2(1.WISDRI Engineering and Research Incorporation Limited ; Wuhan 430223 ; China ; 2.a.School of Civil Engineering and Mechanics ; b.Hubei Key Laboratory of Control Structure ; HUST ; Wuhan 430074 ; China ; )
中文关键词：抗震规范 ; 地震作用 ; 静态计算方法
英文关键词：seismic code ; earthquake action ; static calculation methods
出版日期：2009-09-15
机构：中冶南方工程技术有限公司;华中科技大学土木工程与力学学院;华中科技大学控制结构湖北省重点实验室;
年：2009
期：03
出版单位：华中科技大学学报(城市科学版)

摘要

本文将我国《建筑抗震设计规范》(GB 50011-2001)中地震作用计算公式进行转化,使之可与美国规范UBC97及IBC2000的地震作用计算公式对比,分析了我国规范与美国规范的地震作用静态计算方法,并按两国规范公式计算了钢筋混凝土框架结构的地震作用,分析了计算结果差异的原因及我国规范需改进之处。
The calculation formulas of earthquake action in seismic code of China are changed into the form that can be compared with the American code.The static calculation methods of seismic effect in GB50011-2001,UBC97 and IBC2000 are analyzed respectively.Comparison between the results of the seismic calculations for concrete frame structure in Chinese and American codes is made to gain the reasons of the difference and the points need to be improved in Chinese code.

引文

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