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机译:急剧刚度过渡的隧道衬砌纵向地震响应的解析解
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, High End Foreign Expert, Shanghai 200092, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China;
Tunnel; Stiffness transition; Seismic response; Analytical solution; Parametric analyses;
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
机译:盾构隧道纵向抗弯刚度的解析解
机译:横向激励下竖井-隧道交界处隧道地震响应的解析解
机译:结构掩埋深度对纵向剪切地震作用下地下隧道动态响应的影响
机译:使用新型的自适应被动和半主动可变刚度和负刚度装置对结构进行地震响应控制。
机译:粘性土中矩形地铁隧道的地震反应
机译:土壤刚度变化对隧道衬里内部力的影响及现有分析方法的隧道衬里内部力
机译:用线性降低刚度分析模型预测受损混凝土结构的地震响应。