摘要
介绍了古典桁架模式在钢筋混凝土及预应力混凝土梁抗剪钢筋应力幅计算中的应用及公式推导。
Application and formulation deduction of classical truss model in calculation of stress range of shear reinforcement of reinforced and prestressed concrete beams are presented, and coefficicuts of shear reinforcement stress of 1/4 sections of standard reinforced and prestressed concrete beams are also given.
出处
《桥梁建设》
EI
CSCD
北大核心
1996年第2期69-71,共3页
Bridge Construction