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A Sequel to: Analytical and Experimental Investigation of Stability of Frames and Arches Subjected to Follower Forces

Arif, Ghazi Majid (1991) In LUTVDG/TVBB--3062--SE 3062.
Abstract
The displacement method developed for the analysis of the stability of circular arches in paper (1) excludes the mass of the arch. To overcome the shortcomings of paper (1) in this respect, the method of initial parameters is employed below in the derivation of the frequency equations of a circular arch subjected to a nonconservative follower force Q at the free end (Figs 1, 2) and taking into account the mass of the arch.
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author
publishing date
type
Book/Report
publication status
published
subject
in
LUTVDG/TVBB--3062--SE
volume
3062
pages
12 pages
publisher
Department of Fire Safety Engineering and Systems Safety, Lund University
ISSN
0284-933X
language
English
LU publication?
no
id
5f97f0c7-bb42-4a73-8997-5b03f06e9d72 (old id 1267724)
date added to LUP
2008-11-17 11:43:40
date last changed
2016-06-29 09:11:47
@techreport{5f97f0c7-bb42-4a73-8997-5b03f06e9d72,
  abstract     = {The displacement method developed for the analysis of the stability of circular arches in paper (1) excludes the mass of the arch. To overcome the shortcomings of paper (1) in this respect, the method of initial parameters is employed below in the derivation of the frequency equations of a circular arch subjected to a nonconservative follower force Q at the free end (Figs 1, 2) and taking into account the mass of the arch.},
  author       = {Arif, Ghazi Majid},
  institution  = {Department of Fire Safety Engineering and Systems Safety, Lund University},
  issn         = {0284-933X},
  language     = {eng},
  pages        = {12},
  series       = {LUTVDG/TVBB--3062--SE},
  title        = {A Sequel to: Analytical and Experimental Investigation of Stability of Frames and Arches Subjected to Follower Forces},
  volume       = {3062},
  year         = {1991},
}