Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Attempt to clarify what is involved in elastic stability in multistory frames; part of difficulties arise from neglect to study stiffening effects of cladding of tall buildings; distinction between "no-sway" designs and designs involving side-sway and effects which frame instability and composite action have on this issue; behavior of practical frames favors "collapse" design, particularly if contribution from composite action can be devised. (See also Instn Civ Engrs -- Proc v 11 Sept 1958 Paper n 6280 p 69-102)
Attempt to clarify what is involved in elastic stability in multistory frames; part of difficulties arise from neglect to study stiffening effects of cladding of tall buildings; distinction between "no-sway" designs and designs involving side-sway and effects which frame instability and composite action have on this issue; behavior of practical frames favors "collapse" design, particularly if contribution from composite action can be devised. (See also Instn Civ Engrs -- Proc v 11 Sept 1958 Paper n 6280 p 69-102)
Stability of tall buildings
Surveyor
Wood, R.H. (Autor:in)
Surveyor ; 117
1958
2 pages
Aufsatz (Zeitschrift)
Englisch
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Engineering Index Backfile | 1958
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