A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
Surveyor ; 117
1958
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| Engineering Index Backfile | 1958
| Wiley | 2019
Online Contents | 2006
| British Library Online Contents | 2004
| Wiley | 2011