Show simple item record

dc.contributor.authorKang, Houjun
dc.contributor.authorGuo, Tieding
dc.contributor.authorZhu, Weidong
dc.date.accessioned2022-02-06T05:50:47Z
dc.date.available2022-02-06T05:50:47Z
dc.date.copyright8/11/2021 12:00:00 AM
dc.date.issued2021
dc.identifier.issn1555-1415
dc.identifier.othercnd_016_10_101001.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4278896
dc.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.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleAnalysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation
dc.typeJournal Paper
dc.journal.volume16
dc.journal.issue10
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4051496
dc.journal.fristpage0101001-1
dc.journal.lastpage0101001-15
dc.page15
dc.treeJournal of Computational and Nonlinear Dynamics:;2021:;volume( 016 ):;issue: 010
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record