Jindo and Dolsan Bridges: Design.

Tappin, R G R; Clark, P. J.

doi:10.1680/iicep.1985.1056

Cited by 10 publications

(2 citation statements)

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“…The stiffening girder is of a hexagonal shape and continues from one end to the other. The stiffening girder and the towers of the Jindo Bridge were made from steel [26]. A damping ratio of 2% is adopted for the response calculations of cable-stayed bridge.…”

Section: Numerical Applicationmentioning

confidence: 99%

Stochastic finite element analysis of a cable-stayed bridge system with varying material properties

Çavdar

Bayraktar

Adanur

2010

Probabilistic Engineering Mechanics

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Section: Numerical Applicationmentioning

confidence: 99%

Stochastic finite element analysis of a cable-stayed bridge system with varying material properties

Çavdar

Bayraktar

Adanur

2010

Probabilistic Engineering Mechanics

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“…The Jindo Bridge, designed by Rendel Palmer & Tritton and built in South Korea 17 , is a three span steel cable-stayed bridge with a continuous stiffening girder, having a total length of 484 m. The main span is 344 m and the side spans are 70 m, according to the scheme of Figure 1.…”

Section: The Jindo Bridge Prototypementioning

confidence: 99%

Investigation of dynamic cable–deck interaction in a physical model of a cable‐stayed bridge. Part I: modal analysis

Caetano¹,

Cunha²,

Taylor³

2000

Earthquake Engng. Struct. Dyn.

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SUMMARYA description of an experimental investigation involving the study of the dynamic interaction between the cables and the deck/towers system in cable-stayed bridges is presented. The work was carried out on a physical model of a cable-stayed bridge (the Jindo Bridge, in South Korea), whose characteristics of sti!ness and mass have been conveniently scaled. Standard modal analysis tests were performed using both an electrodynamic shaker and a shaking table, leading to the creation of a high-quality database, characterizing the dynamic behaviour of the bridge. The study shows the existence of a clear dynamic interaction between the cables and the deck/towers system, associated with the appearance of several groups of mode shapes, at closely spaced frequencies, involving di!erent cable movements, but similar con"gurations of the girder and towers.

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Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part I: modal analysis

Caetano

Cunha

Taylor

2000

Earthquake Engng. Struct. Dyn.

View full text Add to dashboard Cite

A description of an experimental investigation involving the study of the dynamic interaction between the cables and the deck/towers system in cable-stayed bridges is presented. The work was carried out on a physical model of a cable-stayed bridge (the Jindo Bridge, in South Korea), whose characteristics of stiffness and mass have been conveniently scaled. Standard modal analysis tests were performed using both an electrodynamic shaker and a shaking table, leading to the creation of a high quality data base, characterizing the dynamic behaviour of the bridge. The study shows the existence of a clear dynamic interaction between the cables and the deck/towers system, associated with the appearance of several groups of mode shapes, at closely spaced frequencies, involving different cable movements, but similar configurations of the girder and towers.

show abstract

Jindo and Dolsan Bridges: Design.

Cited by 10 publications

References 0 publications

Stochastic finite element analysis of a cable-stayed bridge system with varying material properties

Stochastic finite element analysis of a cable-stayed bridge system with varying material properties

Investigation of dynamic cable–deck interaction in a physical model of a cable‐stayed bridge. Part I: modal analysis

Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part I: modal analysis

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