摘要
通过对系列钢骨混凝土 (SRC)受弯构件梁进行的受弯性能试验 ,分析了SRC梁的受弯破坏过程 ,研究了SRC梁的延性 。
This article analyzed the beam suffer the curved breakage process,studied the ductility of the SRC beam and got a some meaningful conclusions through the experiment research on flexure performance of Steel-Rinforce Concrete(SRC) member in flexure,.
出处
《湖北师范学院学报(自然科学版)》
2003年第3期62-65,共4页
Journal of Hubei Normal University(Natural Science)