Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A growing market segment open to timber bridges is pedestrian bridges crossing highways, railways and watercourses. These bridges are often calling for a long span and large vertical clearance under the bridge. Suspended and cable stayed bridges are attractive alternatives as truss bridges and arch bridges are not always applicable solutions. Suspended and cable stayed bridges are slender structures susceptible to vibrations caused by wind and traffic. This report presents a result of the work in the part project: 'Long span timber bridges' in the frame of the Nordic Timber Bridge Project. Mainly the cable stayed bridge type has been investigated. It includes studies about the reaction of the bridges to wind actions, studies performed by Kamal Handa at Chalmers in Gothenburg. Eigen frequency mode analysis and input for measurements of dynamic response on an existing bridge, were performed by Ib Enevoldsen, Ramboll in Lyngby, and measurements were carried out by Ingremansson Technology in Stockholm.
A growing market segment open to timber bridges is pedestrian bridges crossing highways, railways and watercourses. These bridges are often calling for a long span and large vertical clearance under the bridge. Suspended and cable stayed bridges are attractive alternatives as truss bridges and arch bridges are not always applicable solutions. Suspended and cable stayed bridges are slender structures susceptible to vibrations caused by wind and traffic. This report presents a result of the work in the part project: 'Long span timber bridges' in the frame of the Nordic Timber Bridge Project. Mainly the cable stayed bridge type has been investigated. It includes studies about the reaction of the bridges to wind actions, studies performed by Kamal Handa at Chalmers in Gothenburg. Eigen frequency mode analysis and input for measurements of dynamic response on an existing bridge, were performed by Ib Enevoldsen, Ramboll in Lyngby, and measurements were carried out by Ingremansson Technology in Stockholm.
Cable Stayed Timber Bridges
A. Pousette (Autor:in)
2001
60 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Wooden bridges , Structural timber , Bridges(Structures) , Loads(Forces) , Structural design , Seismic effects , Sweden , Structural engineering , Recommendatiions , Pylons(Struts) , Bridge decks , Structural analysis , Trusses , Foreign technology
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