A Sequel to: Analytical and Experimental Investigation of Stability of Frames and Arches Subjected to Follower Forces
Research output: Book/Report › Report
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.
|Research areas and keywords||
Subject classification (UKÄ) – MANDATORY
|Publisher||Department of Fire Safety Engineering and Systems Safety, Lund University|
|Number of pages||12|
|Publication status||Published - 1991|
No data available
Related research output
Theoretical and experimental study of linear and nonlinear behaviour of plane structures subjected to circulatory loadingArif, G. M., 1991, Lund University, Department of Fire Safety Engineering.
Research output: Thesis › Doctoral Thesis (compilation)