The analysis was carried out to get various outputs such as bending moment, shear force, and time-dependent characteristics like creep and shrinkage.
© 2021 American Society of Civil Engineers. The paper discusses the analysis and design of the Composite Single Span PSC-I Girder Bridge under IRC loadings using MIDAS.Combined with a 200 m pedestrian landscape suspension bridge in the gorge of Tibet, the project parameter design was carried out, the MIDAS finite-element analysis model was established, and the dynamic modal analysis was carried out to verify the superiority of wind resistance stability of flat pull pedestrian landscape suspension bridge with spatial cable system in tube net shape. Oujiang River North Estuary Bridge is a three-tower four-span suspension bridge with steel truss girders under construction in Wenzhou, China. The parallel cable system of traditional flat pull suspension bridge is improved to univalent hyperboloid disperse space cable system, to improve its torsional vibration frequency and torsional bending ratio. efficient configurations of three-tower suspension bridges with steel truss girders, which is critical for this type of bridge. In this paper, according to the requirements of wind resistance stability of superlong-span flat pull suspension bridge, a new structure system of flat pull suspension bridge with tube net-shape spatial cable system is proposed. Two horizontal slabs are cast monolithically with two or more vertical side walls, with a maximum span of 6m. Todays large and magnificent suspension bridges were made possible through the establishment of structural analysis methods, material developments. Discussion on the Flat Pull Pedestrian Suspension Bridge with Spatial Cable System in Tube Net Shape Culvert is a buried structure, similar to bridges, consisting of single or multi-span construction with a minimum length of 3m for each span.
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