Discrete analysis for single-pylon suspension bridges

Discrete analysis for single-pylon suspension bridges

This paper presents calculation methods, developed at Tallinn University of Technology (Idnurm 2004; Kulbach 2007), for the single-pylon suspension bridges stiffened by a girder. Classical suspension bridge consists of a geometrically non-linear cable, connected by hangers with an elastic linear st...

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Bibliographic Details
Main Authors: Martti Kiisa, Juhan Idnurm, Siim Idnurm
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2009-12-01
Series:Engineering Structures and Technologies
Subjects:
cable structure
girder-stiffened structure
suspension bridge
long-span structures
discrete analysis
geometric non-linearity
Online Access:https://www.bme.vgtu.lt/index.php/EST/article/view/7547

Internet

https://www.bme.vgtu.lt/index.php/EST/article/view/7547

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