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contributor authorTawich Pulngern
contributor authorMarvin W. Halling
contributor authorSomchai Chucheepsakul
contributor authorNakhorn Poovarodom
date accessioned2017-05-08T20:59:50Z
date available2017-05-08T20:59:50Z
date copyrightMay 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A5%28772%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34796
description abstractVibrations of horizontal, variable-arc-length beams considering the effects of large initial static sag deflections due to self weight are investigated. The variability in beam arc length arises from one end being pinned, and the other end being supported by a frictionless roller at a fixed distance from the pinned end. Using Lagrange’s equation, the large amplitude, free-vibration, equation of motion can be derived and simplified for small amplitude motion. These formulations represent small amplitude vibration about the large deformed static sag configurations. A solution is obtained by using the nonlinear finite element method. The vibration eigenvalue problem is solved using inverse iteration techniques to obtain the natural frequencies and corresponding mode shapes. Free and forced vibration experimental studies were conducted. Frequencies and mode shapes are shown for a range of beam specimens to complement the analytical results.
publisherAmerican Society of Civil Engineers
titleOn the Free Vibrations of Variable-Arc-Length Beams: Analytical and Experimental
typeJournal Paper
journal volume132
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:5(772)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
contenttypeFulltext


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