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Progressive collapse assessment of multistory irregular reinforced concrete framed strucures under gravity loads / Mohamed Samy Youssif Elbayomy ; Supervised Hamed M. Salem

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Samy Youssif Elbayomy , 2014Description: 270 Leaves : charts , facsimiles ; 30cmOther title:
  • تقييم الانهيار المتتابع للمنشأت الخرسانية الغير منتظمة متعددة الأدوار تحت تأثير أحمال الجاذبية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Progressive collapse of structures takes place when a structure loses one or more of its main vertical load-carrying members such as columns and walls. The loss of such structural members may be due to accidental loading conditions, extreme loading or terrorist attack. Due to its importance, many international structural codes started to consider the progressive collapse resistance such as GSA guidelines and UFC guidelines. In the current study, the effect of structural irregularity, in both plan and elevation, on the progressive collapse resistance of RC multi-story framed structure is studied under gravity loads. The RC structure was designed according to Egyptian standards and its progressive collapse resistance was assessed using UFC guidance. The numerical results showed that all the studied cases satisfied the UFC guidelines requirements for progressive collapse resistance of reinforced concrete structures with safety factors equal to (4.8), (5.5), and (3.3) for beams, columns, and joints, respectively
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Mo.P (Browse shelf(Opens below)) Not for loan 01010110065298000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Mo.P (Browse shelf(Opens below)) 65298.CD Not for loan 01020110065298000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Progressive collapse of structures takes place when a structure loses one or more of its main vertical load-carrying members such as columns and walls. The loss of such structural members may be due to accidental loading conditions, extreme loading or terrorist attack. Due to its importance, many international structural codes started to consider the progressive collapse resistance such as GSA guidelines and UFC guidelines. In the current study, the effect of structural irregularity, in both plan and elevation, on the progressive collapse resistance of RC multi-story framed structure is studied under gravity loads. The RC structure was designed according to Egyptian standards and its progressive collapse resistance was assessed using UFC guidance. The numerical results showed that all the studied cases satisfied the UFC guidelines requirements for progressive collapse resistance of reinforced concrete structures with safety factors equal to (4.8), (5.5), and (3.3) for beams, columns, and joints, respectively

Issued also as CD

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