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The analysis of rational component parameters for stress ribbon through steel arch footbridges

    Vilius Karieta Affiliation
DOI: https://doi.org/10.3846/est.2018.6480

Abstract

The article discusses the main component parameters and their interdependencies for a composite stress ribbon trough arch structure. The paper presents a methodology for balancing the combined suspension through arch steel bridge structure, suggests analytical methods for putting together the bearing components of the bridge and considers rational component parameters.  

Keyword : stress ribbon bridge, steel bridge, arch bridge, equilibrium structure, rational component parameters, symmetrical loads, geometrically nonlinear analysis

How to Cite
Karieta, V. (2018). The analysis of rational component parameters for stress ribbon through steel arch footbridges. Engineering Structures and Technologies, 10(2), 72-77. https://doi.org/10.3846/est.2018.6480
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Nov 13, 2018
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This work is licensed under a Creative Commons Attribution 4.0 International License.

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