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Nonlinear Analysis of Locally Buckled I-Section Beam-Columns
The objective of this report is to compare test results with results obtained using a nonlinear finite element analysis. The report aims at validating the use of a non-linear analysis in predicting the behavior of thin-walled beam-columns subjected to compression and major axis bending.
Nonlinear Analysis of Locally Buckled I-Section Beam-Columns
The objective of this report is to compare test results with results obtained using a nonlinear finite element analysis. The report aims at validating the use of a non-linear analysis in predicting the behavior of thin-walled beam-columns subjected to compression and major axis bending.
Nonlinear Analysis of Locally Buckled I-Section Beam-Columns
A. S. Hasham (Autor:in) / K. J. R. Rasmussen (Autor:in)
1997
160 pages
Report
Keine Angabe
Englisch
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