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contributor authorJong-Shyong Wu
contributor authorYung-Chuan Chen
date accessioned2017-05-08T21:59:17Z
date available2017-05-08T21:59:17Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000330.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68186
description abstractFor convenience, a horizontally circular curved beam without any attachments is called a “bare” curved beam and the one carrying any attachments is called a “loaded” curved beam, in this paper. For the out-of-plane free vibrations of bare curved beams, one can find some exact solutions from the existing literature, but this is not true for those of the loaded curved beams. One of the main reasons for the last situation is due to the difficulty of solving a complex-variable eigenvalue equation. It is well known that the half-interval method is one of the simplest techniques for searching the roots of an eigenvalue equation. However, it suffers difficulty if the eigenvalue equation is a determinant form
publisherAmerican Society of Civil Engineers
titleOut-of-Plane Free Vibration Analysis of a Horizontally Circular Curved Beam Carrying Arbitrary Sets of Concentrated Elements
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000290
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 002
contenttypeFulltext


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