Technical Papers
Oct 23, 2012

Seismic Design Criteria for Reinforcement Anchorages at Interior RC Beam-Column Joints

Publication: Journal of Structural Engineering
Volume 139, Issue 11

Abstract

The requirements for the anchorage of beam longitudinal reinforcement at interior beam-column joints in earthquake-resistant RC moment-resisting frames are reevaluated. An introductory comparison of international design criteria shows that a broad disparity currently exists between these requirements. The suitability of existing criteria was assessed by assembling a database of more than 90 interior beam-column joint tests and comparing the assessed test performance with the performance that was predicted by each design criterion. This comparison showed that none of the existing design criteria were adequately able to predict experimental performance. To improve the design of earthquake-resistant RC frame structures, an improved design criterion was developed by parametrically determining the influence of important variables on anchorage performance.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 11November 2013
Pages: 1895 - 1905

History

Received: Feb 10, 2012
Accepted: Oct 22, 2012
Published ahead of production: Oct 23, 2012
Published online: Oct 24, 2012
Published in print: Nov 1, 2013

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Nicholas J. Brooke [email protected]
Structural Engineer, Compusoft Engineering Ltd., P.O. Box 9493, Newmarket, Auckland 1149, New Zealand (corresponding author). E-mail: [email protected]
Jason M. Ingham, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand. E-mail: [email protected]

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