摘要
延性是高强混凝土研究中的一个重要问题。通过 1 3根L形截面高强混凝土构件双向压弯试验和电算对比 ,分析了体积配箍率。
Ductility is an important problem in the research of HSC.Based on the experiment of 13 HSC columns with L\|shaped section subjected to axial compression and biaxial bending and the calculated results,the paper discusses the effect of volumetric ratio of transverse reinforcement,axial compression ratio and angles of loading etc on the ductility of the member.
出处
《工业建筑》
CSCD
北大核心
2000年第6期38-41,共4页
Industrial Construction
关键词
高强混凝土压弯构物
延性
L形截面
high\|strength concrete\ ductility\ L\|shaped section
