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Use of long bolts for beam‐to‐concrete‐filled rectangular hollow section column joints in seismic‐resistant frames

Use of long bolts for beam‐to‐concrete‐filled rectangular hollow section column joints in... The research into a specific type of unstiffened extended end‐plate joint used to connect I‐shaped beams to concrete‐filled rectangular hollow section columns is presented in this paper. The main idea is to use long bolts passing through the column to connect the beam end‐plates in order to… avoid intermediate connecting elements (e.g. a reversed channel) or special bolts (e.g. blind bolts), which are sometimes used in practice, and improve the resistance and stiffness of the joint when used in seismic‐resistant frames. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Use of long bolts for beam‐to‐concrete‐filled rectangular hollow section column joints in seismic‐resistant frames

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Publisher
Wiley
Copyright
"Copyright © 2016 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201610037
Publisher site
See Article on Publisher Site

Abstract

The research into a specific type of unstiffened extended end‐plate joint used to connect I‐shaped beams to concrete‐filled rectangular hollow section columns is presented in this paper. The main idea is to use long bolts passing through the column to connect the beam end‐plates in order to… avoid intermediate connecting elements (e.g. a reversed channel) or special bolts (e.g. blind bolts), which are sometimes used in practice, and improve the resistance and stiffness of the joint when used in seismic‐resistant frames.

Journal

Steel Construction: Design and ResearchWiley

Published: Nov 1, 2016

Keywords: ; ; ; ;

References