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• W1509446540 abstract "Novel integrals, in their simplest form, involving beam-column eigenfunctions and derivatives are presented. All the integrals arise in computational stability analysis of frames. It is stressed that simpler results improve the accuracy of Rayleigh–Ritz-based approximate methods for buckling analysis of distributed structures." @default.
• W1509446540 created "2016-06-24" @default.
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• W1509446540 date "2012-10-17" @default.
• W1509446540 modified "2023-09-23" @default.
• W1509446540 title "Simplest-expression integrals involving beam-column eigenmodes" @default.
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• W1509446540 doi "https://doi.org/10.24423/aom.696" @default.
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