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Behaviour of highway bridge floors when statically tested to failure
Series of static tests carried out on deck systems of 2 highway bridges; bridges tested had 6 in. reinforced concrete slabs supported by steel stringers at 3 ft 3 in. centers; bending moments and deflections are compared with theoretical values obtained using method of harmonic analysis developed by A.W.Hendry and L.G.Jaeger.
Behaviour of highway bridge floors when statically tested to failure
Series of static tests carried out on deck systems of 2 highway bridges; bridges tested had 6 in. reinforced concrete slabs supported by steel stringers at 3 ft 3 in. centers; bending moments and deflections are compared with theoretical values obtained using method of harmonic analysis developed by A.W.Hendry and L.G.Jaeger.
Behaviour of highway bridge floors when statically tested to failure
Queen's Univ -- Ontario Joint Highway Research Programme -- Report
Lash, S.D. (Autor:in) / Hope, B.B. (Autor:in)
1961
69 pages
Report
Englisch
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