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   梁-地层弹簧模型 的翻译结果: 查询用时:0.194秒
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梁-地层弹簧模型
相关语句
  beam-stratum spring model
     On principle of equivalent rigidity, assembling segment lining was simplified to hollow cylinder for shield tunnel, on the longitudinal direction. Beam-stratum spring model using as longitudinal design for segment lining of shield tunnel was put forward.
     依据等效刚度的原则,将盾构隧道装配式管片结构沿纵向简化为匀质空心圆柱体结构,提出了盾构隧道管片结构纵向设计的梁-地层弹簧模型
  “梁-地层弹簧模型”译为未确定词的双语例句
     Under railway train load, making use of Beam stratum spring model, longitudinal mechanics behavior being analyzed by Finite element method, results show that shield tunnel is embed at 25m below underground, considering railway train load be a little influence on longitudinal mechanics behavior, and having no use for special design.
     采用梁-地层弹簧模型,进行了在铁路列车荷载作用下盾构隧道纵向力学行为有限元分析。 结果表明:盾构隧道埋深大于25 m时,铁路列车荷载对其纵向的力学行为影响小,不需要做特殊设计。
  相似匹配句对
     THE LINE SPRING MODEL OF CRACKED BEAM
     裂纹的线弹簧模型
短句来源
     Curved Beam Model for Taper Leaf Spring
     变截面钢板弹簧的曲模型
短句来源
     APPLICATION OF LINE-SPRING MODEL TO DYNAMIC FRACTURE OF ELASTIC-PLASTIC BEAM
     弹塑性动态断裂的线弹簧模型
短句来源
     S. models have been found.
     S.模型
短句来源
     E model of CRM.
     E模型
短句来源
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>=On principle of equivalent rigidity, assembling segment lining was simplified to hollow cylinder for shield tunnel, on the longitudinal direction. Beam-stratum spring model using as longitudinal design for segment lining of shield tunnel was put forward. Under railway train load, making use of Beam stratum spring model, longitudinal mechanics behavior being analyzed by Finite element method, results show that shield tunnel is embed at 25m below underground, considering railway train load be a little influence...

>=On principle of equivalent rigidity, assembling segment lining was simplified to hollow cylinder for shield tunnel, on the longitudinal direction. Beam-stratum spring model using as longitudinal design for segment lining of shield tunnel was put forward. Under railway train load, making use of Beam stratum spring model, longitudinal mechanics behavior being analyzed by Finite element method, results show that shield tunnel is embed at 25m below underground, considering railway train load be a little influence on longitudinal mechanics behavior, and having no use for special design.

依据等效刚度的原则,将盾构隧道装配式管片结构沿纵向简化为匀质空心圆柱体结构,提出了盾构隧道管片结构纵向设计的-地层弹簧模型。采用-地层弹簧模型,进行了在铁路列车荷载作用下盾构隧道纵向力学行为有限元分析。结果表明:盾构隧道埋深大于25 m时,铁路列车荷载对其纵向的力学行为影响小,不需要做特殊设计。

 
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