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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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Fundamental Theories and Analytical Methods for Vibrations of Simply-Supported Beams Under Moving Lal solutions of vibrations induced by a moving concentrated load, a moving harmonic load, and a moving wheel-spring-mass (WSM) load with varying speed are deduced, respectively, and the vibration characteristics of them are investigated in several case studies.
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Vibration Criteria for HSR Bridges and Train Vehicles in China,bridge and the stability of track due to vibration, the running safety of high-speed train due to bridge and train vibrations, and the riding comfort of passengers on running trains. The conditions unnecessary to conduct coupling dynamic analysis of train-bridge system are introduced.
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Windenergieausbau und Verwaltungsverfahrensubsystem and the bridge subsystem, the Hertz elastic theory for wheel-rail normal contact, the Kalker linear creep theory for wheel-rail tangential creep and its corrected and simplified form, the wheel-rail vertical correspondence contact assumption, the wheel hunting wave assumption, and other co
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Optimierung von Windenergieanlagenes are introduced. Based on fluid dynamics, the influences of wind barriers on the wind velocity field around bridge structures and the aerodynamic behaviors of train vehicles are analyzed, in which the structure forms, hole shapes, and arrangement patterns are discussed.
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