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- W4256550551 abstract "In the previous papers, a relatively rigorous theory was presented with respect to the elasto-plastic behaviours of bi-axial bending beam-columns. An aproximate analysis deals with the same problem as above and a relatively simple interaction formula is proposed for the maximum values of forces and bi-moments. The formula simultaneously takes into account the danger of plastic collapse by bending and that of buckling by torsion-bending. It gives safety with respect to the results of theory and those of tests." @default.
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- W4256550551 date "1971-01-01" @default.
- W4256550551 modified "2023-10-05" @default.
- W4256550551 title "Elasto-plastic Analysis of Column Subjected to Bi-axial Bending" @default.
- W4256550551 doi "https://doi.org/10.2534/jjasnaoe1968.1971.213" @default.
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