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Behavior under load of composite box-girder bridges
Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shape steel girders joined by stud shear connectors to reinforced concrete deck slab; observed behavior of model bridges was in close agreement with behavior predicted by folded plate theory.
Behavior under load of composite box-girder bridges
Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shape steel girders joined by stud shear connectors to reinforced concrete deck slab; observed behavior of model bridges was in close agreement with behavior predicted by folded plate theory.
Behavior under load of composite box-girder bridges
ASCE -- Proc (J Structural Div)
Mattock, A.H. (Autor:in) / Johnston, S.B. (Autor:in)
1968
20 pages
Aufsatz/Kapitel (Buch)
Englisch
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