Subjects
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Civil Engineering: structural, Geotechnical, reinforced concrete and s…nd sanitary engineering, Hydraulic, Railway, construction Management.
Abstract
The present paper aims to examine the behavior of exterior beam-column joints with different reinforcement details of their columns: continuous and lap splice longitudinal bars were adopted as design parameter. The experimental program was carried out at the Concrete Research Laboratory at Housing and Building Research Center in Egypt; included three exterior reinforced beam column joints that were tested under the effect of quasi-static cyclic loading. One sample was designed according to the provisions of the current seismic design codes and served as a control sample. Columns of the other two samples were detailed with well confined shorter lap spliced longitudinal reinforcement. The overall behavior of the beam-column joints and conclusions are discussed in this paper.
DOI
10.21608/jesaun.2016.117614
Keywords
Lap-splice, beam-column, confined, exterior joint, Seismic
Authors
MiddleName
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Department of Civil Engineering Faculty Assiut University, and Engineer at the General Authority for Educational Buildings in Sohag
City
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-Affiliation
Department of Civil Engineering, Faculty of Engineering, Assiut University
Email
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-Orcid
-MiddleName
-Affiliation
Department of Civil Engineering, Faculty of Engineering, Assiut University
Email
-City
-Orcid
-Link
https://jesaun.journals.ekb.eg/article_117614.html
Detail API
https://jesaun.journals.ekb.eg/service?article_code=117614
Publication Title
JES. Journal of Engineering Sciences
Publication Link
https://jesaun.journals.ekb.eg/
MainTitle
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