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Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method — Merih Kucukler (2015) | RDL Network
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Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method
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Leroy Gardner
Imperial College London
Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method
Article
2015
en
Authors
MK
Merih Kucukler
Leroy Gardner
Imperial College London
LM
Lorenzo Macorini
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