连续结构 meaning in Chinese
continuous structure
Examples
- Researches on the deformation of the discontinuous interface of rock mass and the method of interface element stress
岩体不连续结构面变形研究与界面应力元法 - In order to meet the demand of bridgework , we monitor and analyze the stress and the deflection during the process of bridge construction
本论文根据桥梁工程建设的需要，对施工过程中简支转预应力连续结构的应力和挠度进行理论分析和施工监测。 - The extensive research emphases are also listed . the author strongly believes that the theoretical fruits produced in this research will certainly promote the further application of such kind of structural system and benefit our country greatly
我们认为，随着对先简支后连续结构体系研究工作的深入开展，必定会为该类结构体系的进一步应用提供更加丰富的理论成果，从而产生更大的经济效益和社会效益。 - It is proved that the stability of rock mass high slope is mostly affected by lots of discontinuous structural faces like joints and faults , etc . it makes the rock mass be different from intact rocks completely in mechanical properties . so it is necessary for us to do some research on the deformation failure mechanism , and accordingly , we should do some research on the evolvement course and evaluation methods of stability about rock mass high slope
工程实践证明，节理岩体高边坡的稳定性取决于边坡中的不连续结构面，如节理、裂隙、软弱面和不同岩层的分界面，这类结构面的存在使岩体变形破坏的特性与完整岩石截然不同，因此，有必要加强对节理岩体高边坡变形破坏机制的研究及相应的节理岩体高边坡稳定性评价方法的研究。 - This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures . referring to the rule of ultimate stress increment of unbonded tendons at every load case , a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures
考虑在各种荷载工况作用下无粘结筋极限应力增量的变化规律，并与理想的弹塑性模型相比较，最终得出以理想弹塑性模型计算各种荷载工况作用下无粘结筋极限应力增量的回归公式，从而为预应力混凝土多跨连续结构的无粘结筋应力设计计算提供有益的参考。