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- W286409519 abstract "Inelastic design of steel girder bridges offers the potential for significant cost savings because it accounts for the true strength of the bridge, which is often considerably above that predicted by the elastic or psuedo-plastic procedures used in present bridge specifications. However, current inelastic design procedures are only applicable to bridges comprising compact sections. The objectives of this research are to (1) propose new comprehensive and practical inelastic design procedures that allow compact and noncompact sections, (2) experimentally verify inelastic limit state behavior with large-scale continuous span tests of composite girders, and (3) examine the moment-rotation behavior of compact and noncompact pier sections." @default.
- W286409519 created "2016-06-24" @default.
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- W286409519 date "1997-04-01" @default.
- W286409519 modified "2023-09-27" @default.
- W286409519 title "Inelastic design and experimental testing of compact and noncompact steel girder bridges" @default.
- W286409519 hasPublicationYear "1997" @default.
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