Title of article
Failure analysis of transmission towers
Author/Authors
Albermani، نويسنده , , F. and Kitipornchai، نويسنده , , S. and Chan، نويسنده , , R.W.K.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2009
Pages
7
From page
1922
To page
1928
Abstract
This paper advocates the use of nonlinear methodology for structural failure analysis. This approach is used for structural failure prediction rather than forensic analysis. Failure prediction has been confirmed by the expensive full-scale testing of a new transmission tower design that collapsed during the test. Using this approach, tower designs can be easily modified and upgraded, which results in substantial savings in time and resources.
Keywords
Buckling , Finite element analysis , structural failure
Journal title
Engineering Failure Analysis
Serial Year
2009
Journal title
Engineering Failure Analysis
Record number
2338615
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