三种异形柱框架结构抗震性能对比分析

英文篇名：The Contrast Analysis of Aseismic Performance on Three Type of Special-shaped Column Frame Structure
中文刊名：河北工程技术高等专科学校学报
英文刊名：Journal of Hebei Engineering and Technical College
作者：吉倩 ; 时长春
英文作者：JI Qian1 ; SHI Chang-chun2 (1.River Management Office of Shanhaiguan District ; Qinhuangdao 066200 ; China ; 2.Hebei Engineering and Technical College ; Cangzhou 061001 ; China)
中文关键词：异型柱框架结构 ; 抗震性能 ; ANSYS ; 时程分析
英文关键词：special-shaped column frame ; aseismic performance ; ANSYS ; time-history analysis
出版日期：2009-03-15
机构：秦皇岛市山海关区河道管理处;河北工程技术高等专科学校;
年：2009
期：01
出版单位：河北工程技术高等专科学校学报

摘要

利用ANSYS有限元分析软件,建立了等肢异型柱、不等肢异型柱和底层加支撑的等肢异型柱三种不同异形柱框架结构的空间分析模型,对模型输入天津波,采用时程分析法对比分析了三种异形柱框架结构在水平地震作用下的受力和变形特性。计算结果分析表明:加大异型柱肢长可以提高结构抗震性能但作用不十分明显,而加支撑使结构抗震性能明显改善。
By using finite element software ANSYS,the paper has built analysis models of three type of special-shaped column frame,including the equal limb special-shaped column frame,inequiaxial special-shaped column frame,and the equal limb special-shaped column with support in the bottom.Importing tianjin wave,it compares and analyzes the internal force distribution and variability characteristics of three type of structures with time-history domain method.Some conclusions are reached: enhancing the limb of the special-shaped column can often improve the aseismatic performance of special-shaped column frame structure,but the effect is not obvious,however,adding supporting in the bottom can improve the aseismatic performance of special-shaped column frame structure effectively.

引文

[1]曹万林.钢筋混凝土L形柱的非线性分析[J].世界地震工程,1995,11(4).
[2]曹万林.不同方向周期反复荷载作用下T柱的性能[J].地震工程与工程振动,1995,15(4).