摘要
在试验研究的基础上建立了框架边节点锚固钢筋应变分布的计算模式，并进一步推导了锚固钢筋任意点粘结应力和滑移值的计算公式．
Based on an experiment, a calculating model for strain distribution in anchorage bonds of exterior beam column joints is proposed in this paper. The formulas are presented for bond stress and slip.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第2期130-133,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
