机译:使用2.5D FE-BE方法在饱和土壤中分段隧道的动力响应
Tongji Univ, Shanghai Key Lab Rail Infrastruct Durabil & Syst, Minist Educ, Shanghai 201804, Peoples R China|Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China;
Tongji Univ, Shanghai Key Lab Rail Infrastruct Durabil & Syst, Minist Educ, Shanghai 201804, Peoples R China|Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China|McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada;
McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada;
McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada|Chinese Acad Sci, State Key Lab Frozen Soil Engn, Northwest Inst Ecoenvironm & Resources, Lanzhou 730000, Gansu, Peoples R China;
Dynamic response; Segmented tunnel; Saturated soil; Finite element-boundary element coupling; 2.5-D modelling;
机译:使用2.5-D FE的饱和土分割隧道的动态响应
机译:2.5维耦合FE-BE模型用于饱和土与纵向不变结构之间的动力相互作用
机译:对饱和孔隙弹性土壤中水下输送隧道动态响应的弹性滑移界面效应
机译:饱和土壤中隧道对水下爆炸的响应
机译:饱和砂土中的瞬时水压力响应和液化(土壤动力学,爆破,爆炸荷载,爆炸诱发,冲击荷载)
机译:基于热力学模型的饱和土非等温固结模拟
机译:在饱和半空间中经受移动载荷的双隧道的动态响应
机译:饱和土对动力荷载的响应