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

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...

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Bibliographic Details
Main Author: Yang, Yeong-Bin, 1954-
Other Authors: Yao, Zhongda., Wu, Y. S.
Format: eBook
Language: English
Published: River Edge, NJ : World Scientific, ©2004.
Subjects:
High speed trains.
Railroad bridges.
Bridges > Live loads.
Dynamics.
elektronické knihy
electronic books
ISBN: 9812388478
9789812388476
9812567178
9789812567178
9781615830718
1615830715
128187728X
9781281877284
Physical Description: 1 online resource (xxxiv, 530 pages) : illustrations

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Table of contents

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100 1 |a Yang, Yeong-Bin,  |d 1954- 
245 1 0 |a Vehicle-bridge interaction dynamics :  |b with applications to high-speed railways /  |c Y.B. Yang, J.D. Yau, Y.S. Wu. 
260 |a River Edge, NJ :  |b World Scientific,  |c ©2004. 
300 |a 1 online resource (xxxiv, 530 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references (pages 513-525) and index. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a 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. 
505 0 0 |g 1.  |t Introduction --  |g 2.  |t Impact response of simply-supported beams --  |g 3.  |t Impact response of railway bridges with elastic bearings --  |g 4.  |t Mechanism of resonance and cancellation for elastically-supported beams --  |g 5.  |t Curved beams subjected to vertical and horizontal moving loads --  |g 6.  |t Vehicle-bridge interaction element based on dynamic condensation --  |g 7.  |t Vehicle-bridge interaction element considering pitching effect --  |g 8.  |t Modeling of vehicle-bridge interactions by the concept of contact forces --  |g 9.  |t Vehicle -- rails -- bridge interaction -- two-dimensional modeling --  |g 10.  |t Vehicle -- rails -- bridge interaction -- three-dimensional modeling --  |g 11.  |t Stability of trains moving over bridges shaken by earthquakes --  |g App. A.  |t Derivation of response function [pi][subscript 1] in Eq. (2.55) --  |g App. B.  |t Newmark's [beta] method --  |g App. C.  |t Vertical frequency of vibration of curved beam --  |g App. D.  |t Horizontal frequency of vibration of curved beam --  |g App. E.  |t Derivation of residual vibration for curved beam in Eq. (5.53) --  |g App. F.  |t Beam element and structural damping matrix --  |g App. G.  |t Partitioned matrices and vector for vehicle. Eq. (9.4) --  |g App. H.  |t Related matrices and vectors for CFR element --  |g App. I.  |t Related matrices and vectors for 3D vehicle model --  |g App. J.  |t Mass and stiffness matrices for rail and bridge elements. 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a High speed trains. 
650 0 |a Railroad bridges. 
650 0 |a Bridges  |x Live loads. 
650 0 |a Dynamics. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Yao, Zhongda. 
700 1 |a Wu, Y. S. 
776 0 8 |i Print version:  |a Yang, Yeong-Bin, 1954-  |t Vehicle-bridge interaction dynamics.  |d River Edge, NJ : World Scientific, ©2004  |z 9812388478  |w (OCoLC)57249978 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpVBIDWAH2/vehicle-bridge-interaction?kpromoter=marc  |y Full text 

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