摘要
在试验研究的基础上,利用非线性有限元方法分析了配筋砌块砌体剪力墙在水平竖向荷载作用下的抗剪承载力特性和破坏机理,研究了各种因素对配筋砌块砌体剪力墙抗剪承载力的影响,提出了配筋砌块砌体剪力墙抗剪承载力计算公式。公式计算结果与有限元计算结果相比,具有较好的精度。
Based on the experimental research of reinforced block masonry shear wall and the nonlinear finite element method, the shear stren gth of shear wall under vertical and horizontal loads is given out. The formula of shear strength of shear wall is suggested on the basis of the main elements w hich influence the shear capacity. The values calculated by the formula of shear capacity for the reinforced block masonry shear wall are in good agreement with the results by nonlinear FEM.
出处
《长沙交通学院学报》
2003年第2期39-44,共6页
Journal of Changsha Communications University
