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Sharobeem, G., FAhmy, M., Farghal, O. (2016). EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT. JES. Journal of Engineering Sciences, 44(No 5), 502-512. doi: 10.21608/jesaun.2016.117614
Girgis F.G. Sharobeem; Mohamed F. M. FAhmy; Omar A. Farghal. "EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT". JES. Journal of Engineering Sciences, 44, No 5, 2016, 502-512. doi: 10.21608/jesaun.2016.117614
Sharobeem, G., FAhmy, M., Farghal, O. (2016). 'EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT', JES. Journal of Engineering Sciences, 44(No 5), pp. 502-512. doi: 10.21608/jesaun.2016.117614
Sharobeem, G., FAhmy, M., Farghal, O. EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT. JES. Journal of Engineering Sciences, 2016; 44(No 5): 502-512. doi: 10.21608/jesaun.2016.117614

EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT

Article 2, Volume 44, No 5, September and October 2016, Page 502-512  XML PDF (853.85 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2016.117614
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Authors
Girgis F.G. Sharobeem email 1; Mohamed F. M. FAhmy2; Omar A. Farghal2
1Department of Civil Engineering Faculty Assiut University, and Engineer at the General Authority for Educational Buildings in Sohag
2Department of Civil Engineering, Faculty of Engineering, Assiut University
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.
Keywords
Lap-splice; beam-column; confined; exterior joint; seismic
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
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