摘要
本文根据２８根偏心受压Ｌ形截面柱的试验资料，提出Ｌ形截面住正载面承载力计算的方法。本方法计算的结果能与试验结果较好地相符合。
Based on the test data of 28 biaxially loaded reinforced concrete colunms, this paper presents a strength design method for L--shaped column on normal cross--sections. The results caculated by this method agree well with the test data.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
1995年第1期62-67,共6页
Journal of South China University of Technology(Natural Science Edition)
关键词
钢筋混凝土
偏心受压
柱
承载能力
L形截面柱
s: reinforced concrete, bearing capacity, eccentric compression members
