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A platform for research: civil engineering, architecture and urbanism
Theoretical mathematical study of influence lines for dynamic moments and deflections of simply supported trusses subjected to constant loads moving with uniform velocity; application of theory to design of steel truss railroad bridges.
Theoretical mathematical study of influence lines for dynamic moments and deflections of simply supported trusses subjected to constant loads moving with uniform velocity; application of theory to design of steel truss railroad bridges.
Linea d'influenza per spostamenti e momenti dinamici
Linea d'influenza per spostamenti e momenti dinamici
Krall, G. (author)
1935
10 pages
Article (Journal)
Italian
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