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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...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
River Edge, NJ :
World Scientific,
©2004.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 037 | |b Knovel Corporation |n http://www.knovel.com | ||
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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 | ||
| 347 | |a data file | ||
| 504 | |a Includes bibliographical references (pages 513-525) and index. | ||
| 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 eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 590 | |a Knovel |b ACADEMIC - Transportation Engineering | ||
| 650 | 0 | |a High speed trains. | |
| 650 | 0 | |a Railroad bridges. | |
| 650 | 0 | |a Bridges |x Live loads. | |
| 650 | 0 | |a Dynamics. | |
| 650 | 6 | |a Trains à grande vitesse. | |
| 650 | 6 | |a Ponts-rails. | |
| 650 | 6 | |a Ponts |x Charges dynamiques. | |
| 650 | 6 | |a Dynamique. | |
| 650 | 7 | |a high-speed trains. |2 aat | |
| 650 | 7 | |a railroad bridges. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x Bridges. |2 bisacsh | |
| 650 | 7 | |a Bridges |x Live loads |2 fast | |
| 650 | 7 | |a Dynamics |2 fast | |
| 650 | 7 | |a High speed trains |2 fast | |
| 650 | 7 | |a Railroad bridges |2 fast | |
| 653 | |a Handbooks | ||
| 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://appknovel.uam.elogim.com/kn/resources/kpVBIDWAH2/toc |z Texto completo |
| 938 | |a Askews and Holts Library Services |b ASKH |n AH24683692 | ||
| 938 | |a EBSCOhost |b EBSC |n 147397 | ||
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