Home Articles List Article Information
JES. Journal of Engineering Sciences
Journal Archive
Volume Volume 52 (2024)
Volume Volume 51 (2023)
Volume Volume 50 (2022)
Volume Volume 49 (2021)
Volume Volume 48 (2020)
Volume Volume 47 (2019)
Volume Volume 46 (2018)
Volume Volume 45 (2017)
Volume Volume 44 (2016)
Volume Volume 43 (2015)
Volume Volume 42 (2014)
Volume Volume 41 (2013)
Volume Volume 40 (2012)
Volume Volume 39 (2011)
Volume Volume 38 (2010)
Volume Volume 37 (2009)
Volume Volume 36 (2008)
Volume Volume 35 (2007)
Volume Volume 34 (2006)
Gamal Aly Abdel- Shafy, A., Mahmoud Ahmed, M., Ahmed Thabet Omer, A. (2017). STRENGTHENING OF SKYLIGHT COLUMNS OF BUILDINGS TO RESIST EARTHQUAKE USING BRACING. JES. Journal of Engineering Sciences, 45(No 5), 579-592. doi: 10.21608/jesaun.2017.116854
Aly Gamal Aly Abdel- Shafy; Mohamed Mahmoud Ahmed; Asmaa Ahmed Thabet Omer. "STRENGTHENING OF SKYLIGHT COLUMNS OF BUILDINGS TO RESIST EARTHQUAKE USING BRACING". JES. Journal of Engineering Sciences, 45, No 5, 2017, 579-592. doi: 10.21608/jesaun.2017.116854
Gamal Aly Abdel- Shafy, A., Mahmoud Ahmed, M., Ahmed Thabet Omer, A. (2017). 'STRENGTHENING OF SKYLIGHT COLUMNS OF BUILDINGS TO RESIST EARTHQUAKE USING BRACING', JES. Journal of Engineering Sciences, 45(No 5), pp. 579-592. doi: 10.21608/jesaun.2017.116854
Gamal Aly Abdel- Shafy, A., Mahmoud Ahmed, M., Ahmed Thabet Omer, A. STRENGTHENING OF SKYLIGHT COLUMNS OF BUILDINGS TO RESIST EARTHQUAKE USING BRACING. JES. Journal of Engineering Sciences, 2017; 45(No 5): 579-592. doi: 10.21608/jesaun.2017.116854

STRENGTHENING OF SKYLIGHT COLUMNS OF BUILDINGS TO RESIST EARTHQUAKE USING BRACING

Article 1, Volume 45, No 5, September and October 2017, Page 579-592  XML PDF (941.09 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2017.116854
View on SCiNiTO View on SCiNiTO
Authors
Aly Gamal Aly Abdel- Shafy1; Mohamed Mahmoud Ahmed1; Asmaa Ahmed Thabet Omer2
1Civil Engineering, Faculty of Engineering, Assiut University
2Master student, Civil Engineer
Abstract
This research presents an investigation through a numerical study on the effect of bracing for skylights columns in multi story building. Variable parameters were taken into consideration such as number of bracing, stiffness of columns, beam cross –section. Base shear force of the building, top displacement, story drift as well as bending moment and shear force on columns were estimated under seismic loads, and the obtained results were studied and discussed. In this case of study, number of stories was taken fifteen, total plan dimensions was 20×35 m2 with (4×5) m bay dimensions. The commercial computer program ETABS was used in the analysis. The results showed that skylight columns bracing has a significant impact on base shear force, top displacements, story drift as well as bending moment and shear force on columns for the different parameters taken into consideration.
Keywords
Seismic designs; strengthening of multistory building; retrofit systems; strength and stiffness
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.
Statistics
Article View: 157
PDF Download: 323