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Dynamic Interaction of Train-Bridge Systems in High-Speed Railways: Theory and Applications Softcover reprint of the original 1st ed. 2018 [Pehme köide]

  • Formaat: Paperback / softback, 580 pages, kõrgus x laius: 235x155 mm, kaal: 902 g, 357 Illustrations, color; 1 Illustrations, black and white; XVI, 580 p. 358 illus., 357 illus. in color., 1 Paperback / softback
  • Sari: Advances in High-speed Rail Technology
  • Ilmumisaeg: 04-Sep-2018
  • Kirjastus: Springer-Verlag Berlin and Heidelberg GmbH & Co. K
  • ISBN-10: 3662572125
  • ISBN-13: 9783662572122
  • Pehme köide
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  • Formaat: Paperback / softback, 580 pages, kõrgus x laius: 235x155 mm, kaal: 902 g, 357 Illustrations, color; 1 Illustrations, black and white; XVI, 580 p. 358 illus., 357 illus. in color., 1 Paperback / softback
  • Sari: Advances in High-speed Rail Technology
  • Ilmumisaeg: 04-Sep-2018
  • Kirjastus: Springer-Verlag Berlin and Heidelberg GmbH & Co. K
  • ISBN-10: 3662572125
  • ISBN-13: 9783662572122
This 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 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 resource for solving vehicle–structure dynamic interaction problems in the research on and design of all types of highways, railways and other transport structures.
Introduction to coupling dynamics of train-bridge system.- Fundamentals of bridge response under moving loads.- Design codes for high-sped railway bridges in China.- Dynamic modeling of coupling train-bridge system.- Dynamic analysis of train-bridge system subjected to wind action.- Dynamic analysis of train-bridge system subjected to seismic action.- Dynamic analysis of train-bridge system subjected to collision loads.- Damage identification of bridge structure based on train/bridge responses.