摘要
通过对120mm厚预应力混凝土空心板进行结构性能试验,得出该类构件结构性能的相关结论,并对该类构件延性较差的影响因素进行了分析。
Through structural performance test on 8 single supported prestressed-concrete hollow slab with the height of 120mm, Some correlative conclusions about structural performances was obtained and the factors which influence the ductility of component was also analyzed in the paper.
出处
《混凝土》
CAS
CSCD
北大核心
2007年第2期75-78,共4页
Concrete
关键词
预应力混凝土空心板
结构性能
承载力
延性
prestressed-concrete hollow slab
structural performance
bearing capacity
ductility
