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Theoretical mathematical discussion leading to conclusion that capacity load which redundant structure can carry is not limited to load that stresses one member to elastic limit, but is reached only after as many members of structure, corresponding in number to structure's redundants, have all reached their elastic or buckling limit strength; design of steel tower; design of riveted connections. (See also - n 2 Feb 1939 p 198-216 n 5 May p 928-46, n 6 June p 1130-52, n 7 Sept p 1269-76)
Theoretical mathematical discussion leading to conclusion that capacity load which redundant structure can carry is not limited to load that stresses one member to elastic limit, but is reached only after as many members of structure, corresponding in number to structure's redundants, have all reached their elastic or buckling limit strength; design of steel tower; design of riveted connections. (See also - n 2 Feb 1939 p 198-216 n 5 May p 928-46, n 6 June p 1130-52, n 7 Sept p 1269-76)
Theory of limit design
Am Soc Civ Engrs -- Proc
Van den Broek, J.A. (Autor:in)
1939
4 pages
Aufsatz (Zeitschrift)
Englisch
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|Engineering Index Backfile | 1940
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