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...

Full description

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:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3219