Effects of edge beams on mechanic behavior under lateral load in reinforced concrete hollow slab-column structure

摘要：

In order to get the formulae for calculating the equivalent frame width coefficient of reinforced concrete hollow slab-column structures with edge beam, the finite element structural program was used in the elastic analysis of reinforced concrete hollow slab-column structure with different dimensions to study internal relationship between effective beam width and the frame dimensions. In addition, the formulas for calculating the increasing coefficient of edge beam were also obtained.

关键词： reinforced concrete hollow slab-column structure edge beam equivalent frame width coefficient increasing coefficient

作者: CHENG Jie-yun(成洁筠) YANG Jian-jun(杨建军) TANG Xiao-di(唐小弟)

作者单位: College of Civil Architectural Engineering and Mechanics, Central South University of Forestry and T College of Civil and Architectural Engineering, Central South University, Changsha 410075, China

会议类型: 国际会议

会议名称: 第九届全国流变学学术会议

会议地点: 长沙

会议语种:英文

页码: 61-66

在线出版日期: 2008-09-28（万方平台首次上网日期，不代表论文的发表时间）