摘要
对钢筋混凝土围套加固偏心受压柱进行了试验研究，明确了第一阶段加载力的大小与计算第二阶段承载力的关系．
Based on the results of the tests and the full range analysis of the RC eccentric compression columl strengthened by the enclcoure,the relation between the loading leveis of the first stage in the original column and the stresses in the longitudinal steel and the concrete in the enclosure, when the loads are applied by two stages, is deduced.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第3期112-118,共7页
Journal of Southeast University：Natural Science Edition
关键词
钢筋混凝土
柱
强度
偏心荷载
reinforced concrete
column
strength
eccentric loads / strengthening
enclosure
