A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sensitivity of semi-rigid frames to initial imperfections
Abstract The effects of imperfections are presented for the limit state concept design philosophy of structural steel buildings with flexible beam-column connections. The sensitivity of calibrating frames with four types of connections was tested on a second-order elastic in-plane model with semirigid connections expressed as a second-order experimental equation. It is demonstrated that for design application of real frames the sensitivity of semirigid frames to imperfections is quite adequate for rigid ones.
Sensitivity of semi-rigid frames to initial imperfections
Abstract The effects of imperfections are presented for the limit state concept design philosophy of structural steel buildings with flexible beam-column connections. The sensitivity of calibrating frames with four types of connections was tested on a second-order elastic in-plane model with semirigid connections expressed as a second-order experimental equation. It is demonstrated that for design application of real frames the sensitivity of semirigid frames to imperfections is quite adequate for rigid ones.
Sensitivity of semi-rigid frames to initial imperfections
Wald, František (author)
Journal of Constructional Steel Research ; 18 ; 309-316
1991-01-01
8 pages
Article (Journal)
Electronic Resource
English
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