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机译:组合轴向,剪力和挠性荷载下无筋砌体剪力墙的简化模型
Faculty of Civil and Environmental Engineering, Tarbiat Modares University, ]alaale-al Ahmad Ave., P.O. Box 14115-143, Tehran, Iran,ISISE, Department of Civil Engineering, University of Minho, Cuimaraes 4800-058, Portugal;
Faculty of Civil and Environmental Engineering, Tarbiat Modares University, ]alaale-al Ahmad Ave., P.O. Box 14115-143, Tehran, Iran;
Faculty of Civil and Environmental Engineering, Tarbiat Modares University, ]alaale-al Ahmad Ave., P.O. Box 14115-143, Tehran, Iran;
masonry wall; masonry element; nonlinear analysis; P-M-V interaction;
机译:用于未原装砌体剪力墙的简化验证方法
机译:随机数值分析在面内剪切载的空间变量不合因的砌体壁评估中的应用
机译:基于高斯过程模型的无筋砌体墙抗剪强度估算
机译:剪力作用下未加筋砌体墙的损伤分析
机译:钢筋混凝土结构在轴向,弯曲,剪切和扭转共同作用下的地震分析。
机译:轴向支架撑杆角度影响支架植入后的壁切应力:使用支架缩短的3D计算流体动力学模型进行分析
机译:组合轴向,剪力和挠性荷载下无筋砌体剪力墙的简化模型
机译:非弹性砌体弯曲剪力墙分析计算机程序