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- W1567019291 abstract "Structural steelwork design specifications commonly limit erection stresses to fixed multiples of design stresses. This type of limitation is not necessarily adequate for controlling the erection of large bridges. This paper develops a logical theory for the erection stressing of monumental truss bridgework, and implements it with a stress-analysis procedure. Historical background material on the evolution of truss bridgework, the development of cantilever erection, and the analysis of secondary stresses is included." @default.
- W1567019291 created "2016-06-24" @default.
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- W1567019291 date "1977-01-01" @default.
- W1567019291 modified "2023-09-27" @default.
- W1567019291 title "Erection Strength Adequacy of Long Truss Cantilevers" @default.
- W1567019291 doi "https://doi.org/10.1061/jsdeag.0004530" @default.
- W1567019291 hasPublicationYear "1977" @default.
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