Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Loading tests on two prestressed concrete highway bridges
Bridges of composite slab and pseudo slab type; in composite slab results were affected by makeup concrete in road camber and by masonry parapet beam; "mean" deflections and moments in pseudo slab were 22% less than anticipated due primarily to edge in concreting stiffening effect of fascia beams tied structurally to main roadway beams by reinforced concrete slabs forming footpaths, which had been ignored in design and analysis.
Loading tests on two prestressed concrete highway bridges
Bridges of composite slab and pseudo slab type; in composite slab results were affected by makeup concrete in road camber and by masonry parapet beam; "mean" deflections and moments in pseudo slab were 22% less than anticipated due primarily to edge in concreting stiffening effect of fascia beams tied structurally to main roadway beams by reinforced concrete slabs forming footpaths, which had been ignored in design and analysis.
Loading tests on two prestressed concrete highway bridges
Instn Civ Engrs -- Proc
Rowe, R.E. (Autor:in)
1959
22 pages
Aufsatz (Zeitschrift)
Englisch
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