Behavior of portal frames of steel hollow sections exposed to fire
This paper presents a numerical study concerning the behavior of hollow sections steel portal frames exposed to fire. A model is developed to employ both thermal and structural responses incorporating material and geometric non-linearities. To establish the failure mechanism of a frame under fire co...
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Format: | Article |
Language: | English |
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Elsevier
2012-06-01
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Series: | Alexandria Engineering Journal |
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Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016812000579 |