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Experimental study of model tied-arch bridge
Transverse behavior of unbraced tied-arch bridge; detailed 10-ft span aluminum model of 200-ft span welded steel highway bridge, and deflection study was made of its behavior under load; transverse stability of arch ribs is discussed with reference to various design factors on which stability depends.
Experimental study of model tied-arch bridge
Transverse behavior of unbraced tied-arch bridge; detailed 10-ft span aluminum model of 200-ft span welded steel highway bridge, and deflection study was made of its behavior under load; transverse stability of arch ribs is discussed with reference to various design factors on which stability depends.
Experimental study of model tied-arch bridge
Instn Civ Engrs -- Proc
Godden, W.G. (author) / Thompson, J.C. (author)
1959
12 pages
Article (Journal)
English
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