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- W1997875251 abstract "The potential application of elastic-plastic analysis and design methods to tubular steel H-frame structures is discussed. The mathematical theory is subsequently presented for a large deflection beam element with elastic-plastic material characteristics. The numerically integrated beam element and associated computer program are based on an incremental Newton-Raphson solution methodology. The beam element was used to study the failure characteristics of a 500 kV tubular steel H-frame structure and a substation take-off structure. Computed results were found to agree well with full-scale structure test results." @default.
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- W1997875251 date "1988-01-01" @default.
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- W1997875251 title "Elastic-plastic analysis of tubular transmission structures" @default.
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- W1997875251 doi "https://doi.org/10.1016/0045-7949(88)90005-3" @default.
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