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A platform for research: civil engineering, architecture and urbanism
In applying plastic theory methods to design of arches, some modifications are necessary; for reasons given load/deflection behavior and collapse conditions predicted by simple plastic theory may be considerably in error; theoretical investigations made to determine importance of these effects, and to devise method of predicting inelastic behavior accurately.
In applying plastic theory methods to design of arches, some modifications are necessary; for reasons given load/deflection behavior and collapse conditions predicted by simple plastic theory may be considerably in error; theoretical investigations made to determine importance of these effects, and to devise method of predicting inelastic behavior accurately.
Carrying capacity of mild-steel arches
Instn Civ Engrs -- Proc
Stevens, L.K. (author)
1957
22 pages
2 Plates
Article (Journal)
English
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