Application of the component method to c
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J.P. Jaspart; D. Vandegans
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Article
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1998
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Elsevier Science
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English
โ 457 KB
Column bases transfer reactions from the structure to the foundation. When subjected to normal forces, shear forces and in-plane bending moments, they deform, particularly in rotation. This rotational behaviour is usually idealized as pinned or fully rigid. But in most of the cases column bases have