摘要
本文对钢柱脚在不同弯剪比时的抗剪性能进行了研究。说明了柱脚转动和滑移变形的判别方法。提出了Ｍ／Ｖ比值较小时的Ｍ→θ、Ｐ—δ滞回曲线。对已有的抗算计算公式作了进一步说明。
Tests and analytical results on the behavior of steel column base subject to different M/V ratio are presented in this paper. Predominance of rotation or sliding deformation has been distinguished. The P-δ as well as the M-θ hysteresis curves in case of small M/V ratio are obtained and further comments are made on the formula of maximum shear derived in an earlier paper.
出处
《工业建筑》
CSCD
北大核心
1994年第1期23-27,共5页
Industrial Construction
