Analyses of Steel Bridge Circular Columns using Fiber Model considering Local Buckling
One of the most concerned problems for analytical estimation of ultimate strength and ductility of steel bridge columns is the consideration of local buckling. Stress-strain curves with softening behavior to include local buckling in fiber model analysis method were proposed by several researchers....
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| Format: | Article |
| Language: | English |
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Petra Christian University
2014-01-01
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| Series: | Civil Engineering Dimension |
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| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18930 |