【摘要】 用数值方法编写了考虑纵筋粘结滑移的非线性分析程序,计算并分析了T形截面短肢剪力墙的弯矩-曲率关系.提出了通过调整纵向钢筋在截面处的分布及增加配箍率改善构件强度和延性的建议,分析了其合理性,为T形短肢剪力墙的研究和设计提供参考.更多还原

【Abstract】 The nonlinear analysis is numerically programmed with regard to the longitudinal reinforcement bond-slip,by which the moment-curvature relation of the T-short pier wall is calculated and analyzed in the paper.It is proposed that the component strength and its ductility can be improved by adjusting the distribution of longitudinal reinforcement on the cross section and increasing the stirrup ratio,which can provide a reference for the study and design of the T-short pier shear wall.更多还原