摘要
提出了无筋砌体在垂直压力和剪应力共同作用下剪切强度的计算公式，并指出了相应的约束条件。这个公式能用来计算无筋砌体承受剪切荷载的能力。
This paper proposes a formula for calculating the shear strength of unreinforced masonry wall under the action of vertical compressive and shear stress in common. And furthermore corresponding restriction is presented. The formula may he used in design for the shear load - bearing capacity of unreinforced masonry wall.
出处
《株洲工学院学报》
1999年第5期52-55,共4页
Journal of Zhuzhou Institute of Technology
