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Vehicle-bridge interaction dynamics : with applications to high-speed railways

Author: Yeong-Bin Yang; Zhongda Yao; Y S Wu
Publisher: River Edge, NJ : World Scientific, ©2004.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:
The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its  Read more...
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Genre/Form: Electronic books
Electronic book
Additional Physical Format: Print version:
Yang, Yeong-Bin, 1954-
Vehicle-bridge interaction dynamics.
River Edge, NJ : World Scientific, ©2004
(OCoLC)57249978
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Yeong-Bin Yang; Zhongda Yao; Y S Wu
ISBN: 9812388478 9789812388476 9812567178 9789812567178 9781615830718 1615830715 128187728X 9781281877284
OCLC Number: 228122805
Description: 1 online resource (xxxiv, 530 pages) : illustrations
Contents: 1. Introduction --
2. Impact response of simply-supported beams --
3. Impact response of railway bridges with elastic bearings --
4. Mechanism of resonance and cancellation for elastically-supported beams --
5. Curved beams subjected to vertical and horizontal moving loads --
6. Vehicle-bridge interaction element based on dynamic condensation --
7. Vehicle-bridge interaction element considering pitching effect --
8. Modeling of vehicle-bridge interactions by the concept of contact forces --
9. Vehicle --
rails --
bridge interaction --
two-dimensional modeling --
10. Vehicle --
rails --
bridge interaction --
three-dimensional modeling --
11. Stability of trains moving over bridges shaken by earthquakes --
App. A. Derivation of response function [pi][subscript 1] in Eq. (2.55) --
App. B. Newmark's [beta] method --
App. C. Vertical frequency of vibration of curved beam --
App. D. Horizontal frequency of vibration of curved beam --
App. E. Derivation of residual vibration for curved beam in Eq. (5.53) --
App. F. Beam element and structural damping matrix --
App. G. Partitioned matrices and vector for vehicle. Eq. (9.4) --
App. H. Related matrices and vectors for CFR element --
App. I. Related matrices and vectors for 3D vehicle model --
App. J. Mass and stiffness matrices for rail and bridge elements.
Responsibility: Y.B. Yang, J.D. Yau, Y.S. Wu.

Abstract:

The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds.

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.,." recommended to anybody working in structural dynamics, who wishes to gain a wealth of knowledge and insight into the problem.?

 
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