机译:双向荷载响应的砌体剪力墙非线性有限元建模
Intelligent Infrastructure Systems., 3001 Market Street, Philadelphia, PA 19104 USA;
Department of Civil, Architectural and Environmental Engineering, Drexel University, 3101 Chestnut Street, Philadelphia, PA 19104, USA;
Department of Civil, Architectural and Environmental Engineering, Drexel University, 3101 Chestnut Street, Philadelphia, PA 19104, USA;
Finite element; Nonlinear analysis; Masonry; Shear wall; Bidirectional; Parametric study;
机译:细长加筋砌体剪力墙在边界内荷载作用下的有限元响应
机译:在平面内侧向载荷下具有法兰边界元素的细长增强砌体剪力墙的响应:实验研究
机译:承受侧向荷载的砌体填充墙钢筋混凝土框架的有限元建模
机译:地震作用下交错式钢筋混凝土剪力墙的非线性有限元分析
机译:平面内单调荷载下钢筋混凝土砌体墙的非线性有限元分析。
机译:AAC砌体单位墙壁之间传统关节剪切能力的有限元研究
机译:钢筋混凝土砌体夹具夹具不同砌体壁厚度在面内载荷的有限元分析
机译:单层加筋砌体剪力墙对面内侧向荷载的响应