Comparative study on behaviour of cable-stayed bridge with normal support and spring controlled system

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Comparative study on behaviour of cable-stayed bridge with normal support and spring controlled system

The main objective of this research is to study the damped spring controlled system to reduce the earthquake-induced forces in the structure of cable-stayed bridges by applying STAAD-Pro structural analysis. The total length of the proposed cable-stayed bridge is 450 ft from abutment to abutment....

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Bibliographic Details
Main Authors:	Ma, Hnin Ei Cho, Tin , Tin Win
Format:	Conference or Workshop Item
Language:	English
Published:	2008
Subjects:	TH1-9745 Building construction
Online Access:	http://eprints.usm.my/34422/ http://eprints.usm.my/34422/1/HBP2.pdf

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