Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Model Bridge Study. Volume 1. Summary Report
The Federal Highway Administration (FHWA) and the American Iron and Steel Institute (AISI) jointly conducted a research study at FHWA's structures laboratory entitled 'Structural Modeling for Autostress by Loading Through a Precast Deck.' The bridge under investigation is a two-span continuous three steel girder 0.4 scale model approximately 113 ft (34.44 m) long. The deck, consisting of transversely pretensioned panels, post-tensioned longitudinally, is composite with the steel girders. The report summarizes the research program. This volume is the first in a series.
Model Bridge Study. Volume 1. Summary Report
The Federal Highway Administration (FHWA) and the American Iron and Steel Institute (AISI) jointly conducted a research study at FHWA's structures laboratory entitled 'Structural Modeling for Autostress by Loading Through a Precast Deck.' The bridge under investigation is a two-span continuous three steel girder 0.4 scale model approximately 113 ft (34.44 m) long. The deck, consisting of transversely pretensioned panels, post-tensioned longitudinally, is composite with the steel girders. The report summarizes the research program. This volume is the first in a series.
Model Bridge Study. Volume 1. Summary Report
M. E. Moore (Autor:in) / M. A. Grubb (Autor:in) / L. R. Cayes (Autor:in)
1992
155 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Model tests , Bridge tests , Bridge decks , Precast concrete , Prestressed concrete , Stress analysis , Load bearing tests , Girder bridges , Deflection , Test facilities , Loads(Forces) , Moments , Concrete slabs , Test methods , Creep properties , Shear properties , Structural analysis , Ultimate strength , Concrete construction , Strain measurement , Cracking(Fracturing)
Model Bridge Study. Volume 2. Component Test Report
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