Behaviour of gusset plate connections to ends of round and elliptical hollow structural section members
Gusset plate connections to the ends of hollow structural section (HSS) members are regularly used in steel-framed buildings and roof trusses. Recent research on this connection type has indicated that current design recommendations for preventing tensile failure induced by shear lag may be overly c...
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Veröffentlicht in: | Canadian journal of civil engineering 2006-04, Vol.33 (4), p.373-383 |
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Sprache: | eng |
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