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|a UAMI
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|a Yang, Yeong-Bin,
|d 1954-
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|a Wave propagation for train-induced vibrations :
|b a finite/infinite element approach /
|c Y B Yang, H H Hung.
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|a Hackensack, NJ :
|b World Scientific,
|c ©2009.
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|a 1 online resource (xviii, 471 pages) :
|b illustrations
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|a text
|b txt
|2 rdacontent
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|a computer
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|a Includes bibliographical references (pages 453-463) and index.
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|a Print version record.
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|a Foreword; Preface; Contents; 1 Introduction; 2 Elastic Waves in Half-Space Due to Vehicular Loads; 3 2D Finite/Infinite Element Method; 4 Characteristics of Foundation Vibrations; 5 Wave Barriers for Vibration Isolation of Foundations: Parametric Study; 6 Vibration Reduction of Buildings Located Alongside Railways; 7 2.5D Finite/Infinite Element Method; 8 Ground Vibration Due to Moving Loads: Parametric Study; 9 Wave Barriers for Reduction of Train-Induced Vibrations: Parametric Study; 10 Soil Vibrations Caused by Underground Moving Trains.
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|a Appendix Steady-State Response in Finite Integrals by Eason (1965)Bibliography; Author Index; Subject Index.
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|a For buildings and factories located near railway or subway lines, the vibrations caused by the moving trains, especially at high speeds, may be annoying to the residents or detrimental to the high-precision production lines. However, there is a lack of simple and efficient tools for dealing with the kind of environmental vibrations, concerning simulation of the radiation of infinite boundaries; irregularities in soils, buildings and wave barriers; and dynamic properties of the moving vehicles. This book is intended to fill such a gap.
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|a English.
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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|a Railroad tracks
|x Vibration
|x Mathematical models.
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|a TRANSPORTATION
|x Railroads
|x Pictorial.
|2 bisacsh
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|a Railroad tracks
|x Vibration
|x Mathematical models
|2 fast
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1 |
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|a Hong, Xiaohui.
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0 |
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|i Print version:
|a Yang, Yeong-Bin, 1954-
|t Wave propagation for train-induced vibrations.
|d Hackensack, NJ : World Scientific, ©2009
|z 9789812835826
|w (OCoLC)244765488
|
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