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Refined calculation of lateral bracing systems due to global geometrical imperfections
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文摘

Work shows refined model of calculation of forces due to global, geometrical imperfections of roof rafters.

Proposed model incorporate the parabolic distribution of compressive forces in the member and its parabolic bow imperfection.

The lack of verticality described by angle ϕ0 and entire distortion of the main plane of the truss rafter are studied.

Results have been discussed and illustrated by an example.

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