ScholarLens Back to search
2014•International Journal of Current Research and ReviewRequires access

FREE AND FORCED VIBRATION ANALYSIS OF EXTRADOSED BRIDGE

M. V. Sardesai, Atul K. Desai

Open publisher page 0 citations

Abstract

Cable supported structures have distinctive dynamic behaviour. Extradosed bridge, which is intermediate to Girder Bridge and cable stayed bridge, owing to its shallow cables, the structure behaviour of Extradosed Bridge differs from that of cable stayed bridge. The shallower cables add to the prestress in the deck. While there are many articles available on the design of specific extradosed bridges, very little has been published on their dynamic behaviour from a general perspective. The paper highlights the free vibration and forced vibration behaviour of the extradosed Bridge.

About this research paper

What this paper is about

Cable supported structures have distinctive dynamic behaviour. Extradosed bridge, which is intermediate to Girder Bridge and cable stayed bridge, owing to its shallow cables, the structure behaviour of Extradosed Bridge differs from that of cable stayed bridge. The shallower cables add to the prestress in the deck. While there are many articles available on the design of specific extradosed bridges, very little has been published on their dynamic behaviour from a general perspective. The paper highlights the free vibration and forced vibration behaviour of the extradosed Bridge.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Cable supported structures have distinctive dynamic behaviour. Extradosed bridge, which is intermediate to Girder Bridge and cable stayed bridge, owing to its shallow cables, the structure behaviour of Extradosed Bridge differs from that of cable stayed bridge. The shallower cables add to the prestress in the deck. While there are many articles available on the design of specific extradosed bridges, very little has been published on their dynamic behaviour from a general perspective. The paper highlights the free vibration and forced vibration behaviour of the extradosed Bridge.

Key concepts: Bridge (graph theory), Deck, Structural engineering, Geology, Bridge deck, Vibration, Engineering, Physics

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
FREE AND FORCED VIBRATION ANALYSIS OF EXTRADOSED BRIDGE — Research Paper | ScholarLens