【摘要】 基于界限破坏时的内力平衡条件,详细推导了L形钢混凝土短肢剪力墙轴压比限值的理论计算公式,对工程中较优截面,按照规范规定配筋率等进行计算,对现行规范中关于短肢剪力墙的轴压比限值提出了建议,并以此类推,对其T形截面,一字形截面给出轴压比限值建议值。更多还原

【Abstract】 Based on the limits of the internal forces destroyed the equilibrium condition,it is derived theoretic formula of axial compression ratio of L-shaped steel-concrete short-limb shear wall.The optimum cross-section of the project is calculated according to the specified reinforcement ratio etc in codes;it is also recommended the axial compression ratio limib in the current code for short-limb shear wall,T-shaped and I-shaped short-limb shear walls.更多还原