摘要
本文采用变角空间桁架理论给出了钢筋砼构件弯-剪-扭强度相关方程,总结了国内近年来的主要试验成果,对这类构件强度的计算方法作了较深入的讨论。
By means of the theory of space-truss model with changeable angles, the constitutive equations of reinforced concrete members under the combined action of bending, shear and torsion in consie-ration of the interrelationship of their strength are presented. The main results of the tests performed in recent years have been summarized and the methods for evaluating the load-carrying capacities of this kind of members are discussed as well.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1989年第5期2-11,共10页
Journal of Building Structures