A Structural Analysis of Frames with Semi-rigid Joints (including a description of a computer program)

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Reardon, G.F.


1971


Report


20 p.


The paper presents a method for analysing a plane framed structure having semirigid joints. There are no restrictions as to the degree of redundancy of the structure or of its supports. The stiffness method of analysis, incorporating matrix algebra has been used. An iterative process has been included to account for the effect of moment change caused by axial loads in deformed members. A comparison between experimental and computed deflections of two timber trusses with semi-rigid joints has been made. A description of a computer program based on the theory presented is given in Appendix II.


CSIRO


Melbourne


CSIRO. Division of Forest Products; Division of Forest Products Technological Paper; Forestry and Forest Products


https://doi.org/10.25919/5f907749379e8


This report has been placed on the CSIRO repository and may be made available to persons outside of CSIRO for non commercial purposes, in its entirety and without deletion of disclaimers and copyright information.


Published Version (pdf) (30.76MB)


Division of Forest Products Technological Paper


no. 59


English


legacy:3809


Reardon, G.F. A Structural Analysis of Frames with Semi-rigid Joints (including a description of a computer program) . Melbourne: CSIRO; 1971. https://doi.org/10.25919/5f907749379e8



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