Parametric Analysis of Multi-Span Cable-Stayed Bridges Under Alternate Loads

Parametric Analysis of Multi-Span Cable-Stayed Bridges Under Alternate Loads

The influence of the stiffness of piers, pylons and deck in the behaviour of multi-span cable-stayed bridges under alternate live loads is analysed. The variation of these parameters is discussed considering both a harp cable system and a fan cable system. Different types of connections between pier...

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Bibliographic Details
Main Authors:	Hiram Arellano, Roberto Gomez, Dante Tolentino
Format:	Article
Language:	English
Published:	RTU Press 2019-12-01
Series:	The Baltic Journal of Road and Bridge Engineering
Subjects:	alternate live loads cable-stayed bridges multi-span bridges pier- pylon-deck stiffness
Online Access:	https://bjrbe-journals.rtu.lv/article/view/3219

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