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contributor authorS. Mesarovic
contributor authorD. A. Gasparini
date accessioned2017-05-08T22:36:38Z
date available2017-05-08T22:36:38Z
date copyrightMay 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A5%28904%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83700
description abstractResults of a bifurcation analysis of a geometrically nonlinear cable truss are reported. Additive antisymmetric harmonic excitation and parametric symmetric harmonic excitation are used. For antisymmetric excitation, responses have significant odd superharmonic components over a broad frequency range. Odd superharmonic components become resonant at excitation frequencies much smaller than those that cause the fundamental resonance. Therefore such superharmonic components may be important for wind design of nonlinear cable systems. There are regions of multiple steady‐state responses. The frequency range over which they occur is affected by the coupling between coordinates. Bifurcations to a torus do occur, but the resultant motions do not seem to have marked increases in maximum responses. No period‐doubling bifurcations are observed for the parameter space studied. For reasonable magnitudes of symmetric harmonic excitation, it is very probable that the only steady‐state response will be a stable equilibrium.
publisherAmerican Society of Civil Engineers
titleDynamic Behavior of Nonlinear Cable System. II
typeJournal Paper
journal volume118
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:5(904)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
contenttypeFulltext


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