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contributor authorJong‐Shyong Wu
contributor authorChang‐Wang Dai
date accessioned2017-05-08T20:52:21Z
date available2017-05-08T20:52:21Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A3%28458%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30002
description abstractThis paper presents the use of a transfer matrix method to determine the natural frequencies and mode shapes of a multispan, nonuniform beam; and the application of a mode superposition technique to the analysis of dynamic response of the beam caused by moving loads. To check the reliability of the theory introduced and the computer program developed, the dynamic responses of a single‐span, simply supported uniform beam and a multispan, nonuniform beam subjected to a moving load with constant velocity were studied. The results obtained were compared with the exact solutions and existing information. It was found that good agreement was achieved. Next, the dynamic behavior of the multispan, nonuniform beam subjected to various conditions of moving load were investigated. The cases studied include a single and series moving load with constant and varying speeds traversing the beam in identical and opposite directions.
publisherAmerican Society of Civil Engineers
titleDynamic Responses of Multispan Nonuniform Beam Due to Moving Loads
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:3(458)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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