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Titlebook: Dynamic Interaction of Train-Bridge Systems in High-Speed Railways; Theory and Applicati He Xia,Nan Zhang,Weiwei Guo Book 2018 Beijing Jiao

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樓主: 熱情美女
31#
發(fā)表于 2025-3-26 21:23:09 | 只看該作者
Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and TemperR train-bridge system is studied. In this chapter, the influence of PC beam deformation induced by creep camber and temperature effect on the dynamic responses and running safety of HSR train-bridge system is studied. The numerical simulation method for PC beam creep camber is introduced. The vibrat
32#
發(fā)表于 2025-3-27 03:42:14 | 只看該作者
Book 2018not only provides theoretical formulations and various solutions, but also offers concrete methods to extend the life of existing bridge structures and presents a guide to the rational design of new bridges, such as high-speed railway bridges and long-span bridges. Further, it offers a reference res
33#
發(fā)表于 2025-3-27 07:02:53 | 只看該作者
Book 2018d presents a guide to the rational design of new bridges, such as high-speed railway bridges and long-span bridges. Further, it offers a reference resource for solving vehicle–structure dynamic interaction problems in the research on and design of all types of highways, railways and other transport structures.
34#
發(fā)表于 2025-3-27 13:30:22 | 只看該作者
2363-5010 erous innovative concepts and techniques.Provides applicatioThis book presents both the fundamental theory and numerical calculations and field experiments used in a range of practical engineering projects. It not only provides theoretical formulations and various solutions, but also offers concrete
35#
發(fā)表于 2025-3-27 16:28:36 | 只看該作者
36#
發(fā)表于 2025-3-27 21:30:16 | 只看該作者
37#
發(fā)表于 2025-3-27 22:06:53 | 只看該作者
38#
發(fā)表于 2025-3-28 05:22:34 | 只看該作者
39#
發(fā)表于 2025-3-28 08:42:20 | 只看該作者
Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and Temperistics of bridge sidewise bending and track slab warping deformation under non-uniform temperature field are studied, and their influences on the dynamic response and running safety of the train-bridge system are investigated.
40#
發(fā)表于 2025-3-28 12:36:28 | 只看該作者
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