Torsional buckling behaviour of tapered columns

Kvedaras, Audronis Kazimieras; Braham, Marc; Šapalas, Vaidotas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/114431

Torsional buckling behaviour of tapered columns

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Kvedaras, Audronis Kazimieras	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Braham, Marc	ASTRON, Diekirch-Luxembourg
Šapalas, Vaidotas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Torsional buckling behaviour of tapered columns

[en]

Audronis Kvedaras, Marc Braham, Vaidotas Šapalas

Is part of

Modern building materials, structures and techniques : proceedings of 6th international conference, held on May 19-21, 1999, Vilnius, Lithuania, Vol. II

Published In

Year	Start Page	End Page
1999	70	75

Publisher

Vilnius : Technika, 1999

Extent

p. 70-75

URI

URI
https://hdl.handle.net/20.500.14911/114431

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

There were made two single-span frame tests. The span of frame is 6m, column's height 4.17m. Frame supports are pin. Connection between column and beam is rigid. Beam of the frame was loaded with two vertical and one horizontal loads. The stability of tappered columns' was analyzed in frame plane and in perpendicular direction. Frame was analyzed according to the Eurocode-3 and SNiP methodics. Test results are compared with theoretical results according various methods.