Strain-stress experimental behaviour of tapered columns in single-span frames/Trapecinių kolonų vienanaviuose rėmuose deformacijų-įtempių būvis

Two single-span frame tests were carried out. The width of frame is 6m, column's height 4.17m. Frame supports are pinned. 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 analysed in fram...

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Bibliographic Details
Main Author: Vaidotas Šapalas
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2000-04-01
Series:Journal of Civil Engineering and Management
Subjects:
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Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/9256