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

Research output: Book/ReportReport

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.

Details

Authors
  • Ghazi Majid Arif
Research areas and keywords

Subject classification (UKÄ) – MANDATORY

  • Building Technologies
  • Other Civil Engineering
Original languageEnglish
PublisherDepartment of Fire Safety Engineering and Systems Safety, Lund University
Number of pages12
Volume3062
Publication statusPublished - 1991
Publication categoryResearch
Externally publishedYes

Publication series

NameLUTVDG/TVBB--3062--SE
Volume3062
ISSN (Print)0284-933X

Total downloads

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Related research output

Arif, G. M., 1991, Lund University, Department of Fire Safety Engineering.

Research output: ThesisDoctoral Thesis (compilation)

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