Results 31 to 40 of about 56,496 (253)
Sensitivity study of load-dependent Ritz vectors on modal and seismic responses of cable stayed bridges [PDF]
In the present article, 3D Finite Element Model (FEM) of a bridge structure under load dynamics is performed in order to assess the sensitivity study of Load-Dependant Ritz vectors (LDR) on modal and seismic responses of cable stayed bridges.
BELKHERI, N. +2 more
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Vortex-Induced Vibration of a Cable-Stayed Bridge
The dynamic response of a cable-stayed bridge that consists of a simply supported four-cable-stayed deck beam and two rigid towers, subjected to a distributed vortex shedding force on the deck beam with a uniform rectangular cross section, is studied in ...
M. T. Song, D. Q. Cao, W. D. Zhu
doaj +1 more source
Seismic Fragility Assessment of Cable-Stayed Bridges Crossing Fault Rupture Zones
Current studies lack probabilistic evaluations on the performance of fault-crossing bridges. This paper conducts seismic fragility analyses to evaluate the fragility of cable-stayed bridges with the effects of fault ruptures.
Junjun Guo +4 more
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Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation [PDF]
Cable-stayed bridges represent nowadays key points in transport networks and their seismic behavior needs to be fully understood, even beyond the elastic range of materials.
A. Camara +19 more
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SEISMIC VULNERABILITY ANALYSIS OF CABLE-STAYED BRIDGE DURING ROTATION CONSTRUCTION [PDF]
Due to the swivel construction, the structural redundancy of cable-stayed bridge is reduced, and its seismic vulnerability is significantly higher than that of non-swirling construction structure and its own state of ...
Haitao, Yu +3 more
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Probabilistic Seismic Sensitivity Analyses of High-Speed Railway Extradosed Cable-Stayed Bridges
It is known that the extradosed cable-stayed bridge, a hybrid bridge, possesses the virtues of both classic cable-stayed bridges and girder bridges in mechanical behaviors. In this paper, the sensitivity of seismic fragility demand parameters (SFDP) of a
Mingzhi Xie +5 more
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To research structural performance of extra-large-span cable-stayed bridge under different section forms, with the engineering background of a 800m main-span cable-stayed bridge with steel truss girder, the cable-stayed bridge with steel box girder is ...
Tan Manjiang, Bai Zhizhou, Chen Dewei
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We established a structural finite element model based on a four-tower partially cable-stayed bridge. We performed a study to determine the appropriate settings of several main parameters of the four-tower partially cable-stayed bridge.
Yuping Zhang, Wenjing Huang, Xin Tang
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An aeroelastic interaction always take places in long-span bridge, i.e. the dynamic relationship between wind forces (aerodynamic) and bridge structural motion (dynamics).
Supriyadi Bambang +3 more
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Dynamic assessment of curved cable-stayed bridge by model updating [PDF]
Author's manuscript version. the final published version is available via the publisher at http://dx.doi.org/10.1061/(ASCE)0733-9445(2000)126:2(252). © 2000 American Society of Civil EngineersBridges are indispensable components of the infrastructure of ...
Brownjohn, James, Xia, Pin-Qi
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