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- W596129648 abstract "Analytical methods developed for design are often used in assessment. However, these are known to be conservative. Modified or alternative methods should be considered before structures are condemned as unsafe. In some cases, such as slender piers, deck slabs and infill decks, the real strength can be 70,100 or even several hundred percent greater than conventional assessments suggest. Examples are given of cases where more realistic assessments enable this additional strength to be predicted so that bridges which might otherwise be condemned can stay in service. (A) For the covering abstract of the conference see IRRD 858602." @default.
- W596129648 created "2016-06-24" @default.
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- W596129648 date "1993-01-01" @default.
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- W596129648 title "STRENGTH ASSESSMENT TO KEEP BRIDGES IN SERVICE" @default.
- W596129648 hasPublicationYear "1993" @default.
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