Regulamentar evaluation of the strenght of cold-formed steel columns using the results of finite strip and finite element linear buckling analysis: Fid-Bau Portal

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Regulamentar evaluation of the strenght of cold-formed steel columns using the results of finite strip and finite element linear buckling analysis

Prola, L.C. / Pierin, I. / Vilniaus Gedimino technikos universitetas; International Association for Bridge and Structural Engineering; Lietuvos Mokslu akademija

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Regulamentar evaluation of the strenght of cold-formed steel columns using the results of finite strip and finite element linear buckling analysis

Prola, L.C. / Pierin, I. / Vilniaus Gedimino technikos universitetas; International Association for Bridge and Structural Engineering; Lietuvos Mokslu akademija

Regulamentar evaluation of the strenght of cold-formed steel columns using the results of finite strip and finite element linear buckling analysis

Prola, L.C. / Pierin, I. / Vilniaus Gedimino technikos universitetas; International Association for Bridge and Structural Engineering; Lietuvos Mokslu akademija

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Title:

Regulamentar evaluation of the strenght of cold-formed steel columns using the results of finite strip and finite element linear buckling analysis

Contributors:

Prola, L.C. (author) / Pierin, I. (author) / Vilniaus Gedimino technikos universitetas; International Association for Bridge and Structural Engineering; Lietuvos Mokslu akademija

Conference:

International Conference; 9th, Modern building materials, structures and techniques ; 2007 ; Vilnius. Lithuania

Published in:

Modern building materials, structures and techniques ; 432-433

MODERN BUILDING MATERIALS STRUCTURES AND TECHNIQUES -CD-ROM EDITION-

Publication date:

2007-01-01

Size:

2 pages

Remarks:

Held on CD-ROM

ISBN:

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Building materials , Structural engineering , Building structures , Building techniques

© Metadata Copyright the British Library Board and other contributors. All rights reserved.

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