华南地震Issue(z1)：158-163,6.DOI:10.13512/j.hndz.2014.Supp.(I).032
型钢混凝土组合结构在不同抗震区抗震性能初步研究及其结构位移特征的初步探讨
Preliminary Research of Performance and Displacement Characteristics in Steel Reinforced Concrete Composite Structures
肖新瑜1
作者信息
- 1. 华南理工大学土木与交通学院，广东 广州 510640
- 折叠
摘要
Abstract
Comparative analysis of SRC structure and Reinforced concrete frame structure and a decision. of the difference of the interlayer displacement Angle, harmful drift angle, and deformation characteristic curve are presented in this paper. It is proved that SRC frame structure shows shear deformation characteristics and weak story appears in the first floor and second floor. The value of maximum interlayer displacement angle under severe earthquake can take 6.5 times that under small earthquakes. SRC frame structure is more suitable for seismic intensity more than half of 8 degrees.关键词
型钢混凝土框架结构/变形特征/层间位移角/有害层间位移角Key words
SRC frame structure/Performance characteristics/Harmful drift angle/Interlayer displacement angle分类
建筑与水利引用本文复制引用
肖新瑜..型钢混凝土组合结构在不同抗震区抗震性能初步研究及其结构位移特征的初步探讨[J].华南地震,2014,(z1):158-163,6.
