CALCULATION AND ANALYSIS ON BEARING CAPABILITY OF REINFORCED CONCRETE SIMPLE FRAME IN FIRE

摘要：

The bearing capability of concrete members at any time in fire is calculated by compiling program on the basis of the distribution of stress, strain and forces in possible destroyed section. Subsequently, the mutual relationship between bearing capability of concrete simple frame beam and column subjected to fire is analyzed and discussed with above method and program. Accordingly, the ductility principle of strong beam & weak column in fire resistant design is proposed in order to guide the collapse-resistant design.

关键词： reinforced concrete fire simple frame strong beam weak column

作者: Hai-Sheng Xu

作者单位: Department of Building Engineering, Jinling Institute of Technology, Nanjing 210001, P.R. China

会议类型: 国际会议

会议名称: 2009年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 广州

会议语种:英文

页码: 1619-1623

在线出版日期: 2009-11-28（万方平台首次上网日期，不代表论文的发表时间）