机译:考虑纵向非线性弯曲刚度的盾构隧道衬砌的改进的分析解
Tongji Univ Shanghai Inst Disaster Prevent & Relief Shanghai 200092 Peoples R China;
Tongji Univ Dept Geotech Engn Shanghai 200092 Peoples R China|Tongji Univ Minister Educ Key Lab Geochem & Underground Engn Shanghai 200092 Peoples R China;
Tongji Univ Dept Geotech Engn Shanghai 200092 Peoples R China|Tongji Univ Minister Educ Key Lab Geochem & Underground Engn Shanghai 200092 Peoples R China;
Tongji Univ Dept Geotech Engn Shanghai 200092 Peoples R China|Tongji Univ Minister Educ Key Lab Geochem & Underground Engn Shanghai 200092 Peoples R China;
Shield tunnel; Analytical solution; Joint bending stiffness; Nonlinear mechanical analysis;
机译:盾构隧道纵向抗弯刚度的解析解
机译:二次衬里加固的关节屏蔽隧道衬砌的分析解决方案
机译:3D考虑关节弯曲刚度非线性肿胀隧道的3D数值模拟
机译:接头结构对盾构隧道衬砌接头刚度的影响
机译:用于屏蔽隧道镗床中分段混凝土衬砌环形间隙的两组件动态灌浆系统的研制
机译:基于分析数溶液的压电磁性纳米辐射的非线性弯曲研究
机译:二次衬砌盾构隧道纵向弯曲行为分析模型研究
机译:具有非线性刚度的耦合波方程的解析近似解。