Parametric Studies on the Fire Resistance of Concrete-filled RHS Columns Exposed to 3-sided Fire

摘要：

　　Experimental and numerical studies have been conducted to predict fire behaviour of concrete-filled rec tangular hollow section (RHS) columns exposed to 3-sided fire.Parametric studies were carried out to ex tend ranges of concerned parameters affecting the fire resistance of concrete-filled RHS columns in 3-sided fire, namely cross-sectional dimension, load ratio, slenderness ratio and load eccentricity ratio.The results of parametric studies show that the cross-sectional dimension and load ratio have significant influence on the fire resistance, while the slenderness ratio hasIight influence.It is interesting to note that the load eccentrici ty ratio has obvious influence on the fire resistance within a limited range of eccentricity, which is a special phenomenon of columns in 3-sided fire.

作者: Faqi Liu Hua Yang Sumei Zhang

作者单位: School of Civil Engineering, Harbin Institute of Technology, Harbin, China

会议类型: 国际会议

会议名称: The 5th International Symposium on Innovation & Sustainability of Structures in Civil Engineering (ISISS2013)(第五届创新和可持续发展土木工程结构国际学术研讨会)

会议地点: 哈尔滨

会议语种:英文

页码: 469-473

在线出版日期: 2013-07-06（万方平台首次上网日期，不代表论文的发表时间）