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Model Bridge Study. Volume 3. Design, Fabrication and Instrumentation
The Federal Highway Administration (FHWA) and the American Iron and Steel Institute (AISI) are jointly conducting 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. This report summarizes the design, fabrication and instrumentation of the model bridge. Details of the model bridge are provided. This volume is the third in a series.
Model Bridge Study. Volume 3. Design, Fabrication and Instrumentation
The Federal Highway Administration (FHWA) and the American Iron and Steel Institute (AISI) are jointly conducting 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. This report summarizes the design, fabrication and instrumentation of the model bridge. Details of the model bridge are provided. This volume is the third in a series.
Model Bridge Study. Volume 3. Design, Fabrication and Instrumentation
M. E. Moore (Autor:in)
1992
248 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 , Test facilities , Loads(Forces) , Bridge design , Moments , Deflection , Test methods , Structural analysis , Concrete construction , Strain measurement , Concrete slabs
Instrumentation to Aid in Steel Bridge Fabrication
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