Research Article
Feb 1982
Welded and Bolted Beam-to-Column Connections
Authors: Jelle Witteveen, Jan W.B. Stark, Frans S.K. Bijlaard, and Piet ZoetemeijerAuthor Affiliations
Publication: Journal of the Structural Division
Volume 108, Issue 2
Abstract
For many years research on welded and bolted beam-to-column connections has been carried out in The Netherlands, with particular emphasis on those connections which cannot transmit the full plastic moment. This concept allows for a wide range of moment distributions in non-sway frames, thus giving the possibility of optimizing the cost of the construction in balancing the material cost of the members against the labour cost of the connections. It will be evident that for unstiffened connections special precautions should be taken in order to avoid lack of rotation capacity and stiffness of the connections. The appropriate design rules for unstiffened welded connections are bolted connections in non-sway frames are discussed.
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Published In
Journal of the Structural Division
Volume 108 • Issue 2 • February 1982
Pages: 433 - 455
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Feb 1982
Published online: Feb 1, 2021
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Authors
Affiliations
Jelle Witteveen
Prof. of Struct. Mechanics, Dept. of Civ. Engrg., Delft Univ. of Tech., The Netherlands; Deputy Director Inst. TNO for Building Materials and Building Structures, Delft, The Netherlands
Jan W.B. Stark
Head, Dept. of Steel Structures of the Inst. TNO for Building Materials and Building Structures, Delft, The Netherlands
Frans S.K. Bijlaard
Research Officer, Dept. of Steel Structures of the Inst. TNO for Building Materials and Building Structures, Delft, The Netherlands
Piet Zoetemeijer
Research Officer, Stevin Lab., Dept. of Civ. Engrg., Delft Univ. of Tech., The Netherlands
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.