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- W2320645248 abstract "Unbraced steel rigid frames are frequently used in civil engineering structures, such as main towers of suspension bridges and of cable stayed bridges, piers of bridges constructed in urban areas, and so on. Such structures must be designed considering second-order moments produced by vertical loads acting on the displaced structures, the so-called P-Δ effects. In this paper, several design methods which take into account the effects are critically reviewed to find out which method is the most adequate one. Subsequently, a design method is proposed here which is a modified version of the current Japanese specification for highway bridges." @default.
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- W2320645248 date "1989-04-20" @default.
- W2320645248 modified "2023-10-07" @default.
- W2320645248 title "A PROPOSAL OF RATIONAL FORMULA FOR STEEL RIGID FRAMES" @default.
- W2320645248 cites W1491891466 @default.
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- W2320645248 doi "https://doi.org/10.2208/jscej.1989.404_331" @default.
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