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Local-overall flexural interaction of pinned-ended thin-walled I-section columns

The structural performance of thin-walled compression members are subject to the effects of local buckling, interaction between buckling modes, loading end conditions and material yielding and that due to these effects the compressive carrying capability of thin-walled members can be significantly d...

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Bibliographic Details
Main Authors: Yidris, Noorfaizal, Hameed Sultan, Mohamed Thariq, Harmin, Mohammad Yazdi, Mohd Rafie, Azmin Shakrine
Format: Article
Language:English
Published: Trans Tech Publications 2014
Online Access:http://psasir.upm.edu.my/id/eprint/34397/1/Local-overall%20flexural%20interaction%20of%20pinned-ended%20thin-walled%20I-section%20columns.pdf
http://psasir.upm.edu.my/id/eprint/34397/
http://www.scientific.net/AMM.564.444
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http://psasir.upm.edu.my/id/eprint/34397/1/Local-overall%20flexural%20interaction%20of%20pinned-ended%20thin-walled%20I-section%20columns.pdf
http://psasir.upm.edu.my/id/eprint/34397/
http://www.scientific.net/AMM.564.444

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