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THE INTERACTION OF LOCAL BUCKLING AND COLUMN FAILURE OF THIN-WALLED COMPRESSION MEMBERS

机译:薄壁压缩构件局部屈曲与柱破坏的相互作用

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摘要

An analytical investigation is made of column failure of compression members susceptible to local buckling phenomena, including the effect of imperfections as to initial waviness of the composing flat elements and initial non-straightness of the column axis. Elastic behaviour has been assumed.

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