摘要
通过13根短柱试验,对内含工字钢的劲性钢筋混凝土(SRC)短柱的受力性能进行了试验研究。着重研究了剪跨比小于2.0的SRC短柱在反复荷载作用下的破坏特征、受剪机理和承载能力,并与普通钢筋混凝土短柱进行比较。在此基础上,提出了SRC短柱受剪承载力的计算建议。
The failure characteristic, shear mechanism and shear strcngth of SRC (steel reinforced concrete) short-column consisting of I-shaped steel under reversed cyclic loading are investigated from the test on 13 specimens.The behavior of the SRC short-column is compared with that of the conven-tional one. And a formula for calculating its shear strength is proposed.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1991年第4期74-81,共8页
Journal of Southeast University：Natural Science Edition
基金
建设部抗震办公室资助
关键词
钢筋混凝土
柱
剪切强度
reinforced concrete
column
shear strength / steel reinforced concrete
short-column
