The Analysis of Rational Component Parameters for Stress Ribbon Through Steel Arch Footbridges
Auteur(s): |
Vilius Karieta
|
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Engineering Structures and Technologies, novembre 2018, n. 2, v. 10 |
Page(s): | 72-77 |
DOI: | 10.3846/est.2018.6480 |
Abstrait: |
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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10325920 - Publié(e) le:
21.07.2019 - Modifié(e) le:
09.08.2019