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العنوان
Upgrading the Seismic Capacity of Existing RC Buildings Using Buckling Restrained Braces \
المؤلف
El-Ghanay, Fawzya Omar.
هيئة الاعداد
باحث / فوزية عمرالغناى ميلاد
مشرف / حمدى محمد ابو الفتح
hamdyyabou@yahoo.com
مشرف / مصطفى محمد شوقى
مناقش / ايمن احمد سليمه
مناقش / سعيد محمد علام
الموضوع
Structural Engineering.
تاريخ النشر
2017.
عدد الصفحات
93 p. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/2017
مكان الإجازة
جامعة الاسكندريه - كلية الهندسة - الهندسة المدنية
الفهرس
Only 14 pages are availabe for public view

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Abstract

Many existing RC buildings do not meet the lateral strength requirements of current seismic codes and are vulnerable to significant damage or collapse in the event of future earthquakes. Several systems are available for seismic strengthening of RC buildings such as enlargement of the structural members and adding new structural shear walls. Such strengthening systems often add significant weight to the structure and are labor-intensive due to the associated heavy demolition and construction works. In the past few decades, buckling-restrained braces have become increasingly popular as a lateral force resisting system because of their capability of improving the strength, the stiffness and the energy absorbing capacity of structures. This study evaluates the seismic upgrading of a 6-story RC building designed according to the Egyptian code using single diagonal and chevron buckling restrained braces (BRBs). Seismic evaluation in this study has been carried out by static pushover analysis and time history earthquake analysis using the seismostructure computer program. Ten ground motions with different PGA levels are used in the analysis. The mean plus one standard deviation values of the roof-drift ratio, the maximum story drift ratio, the brace ductility factors and the member strain responses are used as the basis for the seismic performance evaluations. The results obtained in this study indicate that strengthening of RC buildings with buckling restrained braces is an efficient technique as it significantly increases the PGA capacity of the RC buildings. The results also indicate the increase in the PGA capacity of the RC building with the increase in the amount of the braces. The use of BRBs in one bay in each of the perimeter frames of the RC building results in a significant improvement to the base shear capacity of the RC building. In the current study, an increase in the base shear capacity up to 150% from the base shear capacity of the original RC building has been achieved by the BRBs.