EFFICIENCY OF DIFFERENT STRENGTHENING TECHNIQUES ON SEISMIC PERFORMANCE OF R.C. FRAMES | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 1, Volume 47, No 1, January and February 2019, Page 1-15 PDF (921.47 K) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2019.109800 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Ahmed Adel Mostafa* ; Waleed Abo El Wafa; Khairy Hassan Abd El Kareem | ||||
| Civil Engineering Department, Faculty of Engineering, Assuit University | ||||
| Abstract | ||||
| This paper presents a theoretical finite element study on effect of different strengthening techniques on structural behavior of the reinforced concrete frames subjected to earthquake motion. In the study, diagonal cross bracing, masonry infill wall, externally CFRP laminates, and reinforced concrete jacketing for columns are considered as different strengthening techniques of one story reinforced concrete bare frame. Time history analysis for the frame subjected to EL-Centro (1940 N-S) earthquake ground motion is carried out using ETABS software. The obtained results from the time history analysis including axial and shear stresses, lateral displacement, acceleration and base shear with time are illustrated and discussed with/ or without the strengthening techniques. The study illustrates the influence and enhancement of each technique on the performance of one story bare frame subjected to EL-Centro earthquake motion. | ||||
| Keywords | ||||
| Seismic behavior; RC one story frame; Nonlinear finite element; Time history analysis; Strengthening techniques; Diagonal cross bracing; Infill wall brick; CFRP laminates; RC jacketing; Acceleration; Lateral displacement; Strength and stiffness; Story Drift | ||||
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