期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Influence of key factors on deflection of bonded prestressed concrete simply supported slabs subjected to fire 被引量:3
1
作者 郑文忠 欧阳志为 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第5期615-621,共7页
In order to validate the accuracy of nonlinear fire simulation programs,comparison analysis is carried out between simulation and experiment induced from small-scale specimens,and then fire resistance of large-scale p... In order to validate the accuracy of nonlinear fire simulation programs,comparison analysis is carried out between simulation and experiment induced from small-scale specimens,and then fire resistance of large-scale prestressed concrete slabs is further investigated through parameter expansion.The influences on fire resistance ratings controlled by deflection are explored and discussed,including effective span,concrete cover thickness,load level,prestress degree,effective prestress,composite reinforcement index and other factors.The calculated results indicate that fire resistance ratings of large-scale bonded prestressed concrete simply supported slabs are bigger than those of small-scale ones.Finally,the calculation formulas of fire resistance ratings controlled by deflection are established,which rationally consider the influence of effective span,concrete cover thickness,load level,composite reinforcement index and so on key factors. 展开更多
关键词 bonded prestressed concrete simply supported slabs fire resistance ratings controlled by deflection
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部