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العنوان
PUSHOVER EVALUATION OF TALL BUILDING REINFORCED CONCRETE FRAMES \
المؤلف
ABD EL – GAWAD,AHMED MOHAMMED
هيئة الاعداد
باحث / احمد محمد عبد الجواد
مشرف / عمرو على عبد الرحمن
مشرف / محمد سعفان
مناقش / عثمان محمد عثمان رمضان
تاريخ النشر
2016.
عدد الصفحات
189p.:
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/2016
مكان الإجازة
جامعة عين شمس - كلية الهندسة - إنشاءات
الفهرس
Only 14 pages are availabe for public view

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Abstract

The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. Pushover analysis is a nonlinear procedure in which the magnitude of the structural loading is incrementally increased in accordance with a certain predefined pattern. With the increase in the magnitude of the loading, weak links and failure modes of the structure are found. Static pushover analysis is an attempt by the structural engineering profession to evaluate the real strength of the structure and it promises to be a useful and effective tool for performance based design. The performance point of the structure depends on the lateral load pattern applied on the structure. The choice of lateral load distribution in the process of nonlinear static analysis has a dramatic effect on estimation of the force and the displacement of systems and structural elements.