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contributor authorKang, Houjun
contributor authorGuo, Tieding
contributor authorZhu, Weidong
date accessioned2022-02-06T05:50:47Z
date available2022-02-06T05:50:47Z
date copyright8/11/2021 12:00:00 AM
date issued2021
identifier issn1555-1415
identifier othercnd_016_10_101001.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4278896
description abstractNonlinear dynamic analysis of a cable-stayed bridge has been a hot topic due to its structural flexibility. Based on integro-partial differential equations of a double-cable-stayed shallow-arch model, in-plane 2:2:1 internal resonance among three first in-plane modes of two cables and a shallow arch under external primary or subharmonic resonance is considered. Galerkin's method and the method of multiple scales are used to derive averaged equations of this cable-stayed bridge system. Nonlinear dynamic behaviors of the system are investigated via numerical simulation. Results show rich nonlinear phenomena of the cable-stayed bridge system and some new phenomena are observed. Two identical cables that are symmetrically located above the shallow arch can have different dynamic behaviors even when initial conditions of the system are symmetrically given. Two cables with some differences between their parameters can exhibit either softening or hardening characteristics.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation
typeJournal Paper
journal volume16
journal issue10
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.4051496
journal fristpage0101001-1
journal lastpage0101001-15
page15
treeJournal of Computational and Nonlinear Dynamics:;2021:;volume( 016 ):;issue: 010
contenttypeFulltext


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