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- W1556152022 abstract "Closed-form solutions for the sway-deflection and end rotations of shear deformable columns with semi-rigid end connections are derived. The former expressions are used to define performance indices, which quantify the increase in sway-deflection, etc., relative to the rigidly clamped column benchmark, and the latter are used to quantify the required joint rotation capacities. Index values, computed for two sizes of pultruded GRP WF-section column using test data for bolted web and web and flange cleat end connections, show, generally, that the end connection stiffnesses are insufficient to allow sway-bracing to be dispensed with. However, corresponding computations for end connection rotation show that both web and web and flange cleat connections have adequate rotational capacity." @default.
- W1556152022 created "2016-06-24" @default.
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- W1556152022 date "1998-01-01" @default.
- W1556152022 modified "2023-09-28" @default.
- W1556152022 title "SEMI-RIGID CONNECTIONS AND THEIR EFFECTS ON THE SWAY RESPONSE OF PULTRUDED GRP COLUMNS IN LOW-RISE FRAME STRUCTURES" @default.
- W1556152022 hasPublicationYear "1998" @default.
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