摘要
异形柱框架结构是1种新型节能住宅结构,本文利用有限元软件,采用反应谱方法,从异形柱与矩形柱框架结构在地震作用下的变形特性和位移着手,研究2种结构的抗震性能,得出了异形柱的抗震性能好的结论。
The frame structure with special-shaped columns is a kind of new economical residential buildings.This paper analyses the earthquake resistance of a frame with special-shaped and rectangle columns from deformation and displacement by using finite element and response spectrum method.The conclusion is drawn that the special-shaped columns has better earthquake resistance.
引文
[1]DBJ/T15-15-95,广东省标准钢筋混凝土异形柱设计规程[S].
[2]曹万林,庞国新,李云霄,等.轻质填充墙异型柱边框架抗震性能试验研究[J].地震工程与工程振动,1997,(2):106~112.
[3]毛礼松,竺润祥.异形柱框架的抗震性能分析[J].工业建筑,2001,(9):23~26.
[4]黄雅捷.钢筋混凝土异形柱框架结构抗震实验与分析[J].建筑结构,2002,(1):49~52.
[5]杨仕升,郝效强,秦荣.钢筋混凝土框架结构抗震能力评估研究[J].地震工程与工程振动,2005,25(5):82~86.
[6]吕西林,周定松,蒋欢军.钢筋混凝土框架柱的变形能力及基于性能的抗震设计方法[J].2005,25(6):55~63.