机译:竖向不规则结构在脉冲状地震动作用下延性减小系数的修正
Department of Civil Engineering, Xiangtan University, Xiangtan 411105, China,State Key Lab of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;
Department of Civil Engineering, Xiangtan University, Xiangtan 411105, China,State Key Lab of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;
State Key Lab of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;
State Key Lab of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;
ductility reduction factor; modification factor; vertical irregularity; pulse-like ground motion; shear-type; nonlinear dynamic analysis;
机译:承受脉冲状地震动的强度偏心结构延性减小系数的修正
机译:垂直不规则结构受脉冲状地面运动的延性要求
机译:竖向地震作用下屋顶型钢结构的垂直延性要求和残余位移
机译:普通地面运动对球轴承结构中非结构成分的响应
机译:高层不规则钢结构在强烈地面运动下的三维非线性分析。
机译:考虑累积损伤的降解结构的延性和强度折减系数
机译:高模和多自由度对远近断层地震动下弹塑性结构强度折减系数的影响
机译:地震作用下结构的非弹性扭转响应