The analysis of rational component parameters for stress ribbon through steel arch footbridges
DOI: https://doi.org/10.3846/est.2018.6480Abstract
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.
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stress ribbon bridge, steel bridge, arch bridge, equilibrium structure, rational component parameters, symmetrical loads, geometrically nonlinear analysisHow to Cite
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Copyright (c) 2018 The Author(s). Published by Vilnius Gediminas Technical University.
This work is licensed under a Creative Commons Attribution 4.0 International License.
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Copyright (c) 2018 The Author(s). Published by Vilnius Gediminas Technical University.
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This work is licensed under a Creative Commons Attribution 4.0 International License.