
Dynamic Interaction of Train-Bridge Systems in High-Speed Railways
Theory and Applications
Springer (Publisher)
Published on 8. November 2017
Book
Hardback
XVI, 580 pages
978-3-662-54869-1 (ISBN)
Description
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.
More details
Series
Edition
1st ed. 2018
Language
English
Place of publication
Berlin
Germany
Publishing group
Springer Berlin
Target group
Professional and scholarly
Illustrations
1 s/w Abbildung, 357 farbige Abbildungen
XVI, 580 p. 358 illus., 357 illus. in color.
Dimensions
Height: 241 mm
Width: 160 mm
Thickness: 38 mm
Weight
1051 gr
ISBN-13
978-3-662-54869-1 (9783662548691)
DOI
10.1007/978-3-662-54871-4
Schweitzer Classification
Other editions
Additional editions

He Xia | Nan Zhang | Weiwei Guo
Dynamic Interaction of Train-Bridge Systems in High-Speed Railways
Theory and Applications
Book
09/2018
Springer
€235.39
Shipment within 7-9 days

He Xia | Nan Zhang | Weiwei Guo
Dynamic Interaction of Train-Bridge Systems in High-Speed Railways
Theory and Applications
E-Book
10/2017
Springer
€223.63
Available for download
Content
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.