Transcription of Vibration Thomas M. Murray
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Vibration Thomas M. Murray
Thomas M. MurrayVirginia TechFacts for Steel BuildingsVibrationnumber5D. Brad DavisUniversity of KentuckyEric E. UngarAcentech, Inc. AISC 2018byAmerican Institute of Steel ConstructionAll rights reserved. This book or any part thereof must not be reproducedin any form without the written permission of the publisher. The AISC logo is a registered trademark of information presented in this publication has been prepared following recognized principles of design and construction. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability and applicability by a licensed engineer or architect. The publication of this information is not a representation or warranty on the part of the American Institute of Steel Construction, its officers, agents, employees or committee members, or of any other person named herein, that this information is suitable for any general or particular use, or of freedom from infringement of any patent or patents.
8.3 How is the acceleration caused by random walking predicted? ..... 31 8.4 Why is there a 3-Hz minimum natural frequency recommended for pedestrian bridges? .....31 8.5 Is lateral motion a vibration issue? . . . . . . . . . .31 8.6 How do the AASHTO (2009) criteria for assessing vertical pedestrian bridge vibration
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