FEA Analysis (MIDAS IT): Skrecon Bridge (Bohumin, Czech Republic)
★Skrecon Bridge (Bohumin, Czech Republic)
・Engineering Consultant:Strasky, Husty and Partners
・Construction Period:2009 - 2011
・Type of Project:Cable-stayed Bridge
・Size of Structure:70m Main Span, 140m Total Length
★Main features used in this application
- Unknown load factor and lack of fit force for cable optimization
- Construction stage analysis
- Moving load analysis
- Detail analysis with finite elements
★Description on this project
The bridge with a total length of 140.3m has three spans with length of 30 + 70 + 30m. The deck, which is formed by a two-edge girder mutually connected by floor beams and a composite deck slabs, is suspended from two pylons.
★Website (Strasky, Husty and Partners): www.shp.eu
投稿日時 2019-08-29 11:06:00
投稿:hiromichi yoshikawa., Tokyo City Univercity