EFFECT OF USING HIGHLY CONFINED SHORT LAP-SPLICE REINFORCEMENT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINT | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 2, Volume 44, No 5, September and October 2016, Page 502-512 PDF (853.85 K) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2016.117614 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Girgis F.G. Sharobeem  1; Mohamed F. M. FAhmy2; Omar A. Farghal2
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| 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 | ||||
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