摘要
本文根据作者所做的七个构件的试验结果，研究了钢筋混凝土双向压弯剪构件在单调扭矩作用下的抗扭性能，内容包括构件的破坏形态、强度、抗扭强度实用计算方法及影响抗扭强度的因素。此项研究为反复扭矩作用下的双向压弯剪构件性能的研究打下了基础。
Based on the test results of seven reinforced concrete specimens subjected to biaxial eccentric compression, biaxial shear and monotonic torsion, the torsional behavior which includes the failure modes, torsional strength and its affecting factors, as well as practical calculating formulas have been discussed. This study has laid a foundation for future research on members subjected to biaxial eccentric compression, biaxial shear and reversed cyclic torsion.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1996年第1期29-39,共11页
Journal of Building Structures
基金
国家自然科学基金
