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Alternate path analysis of reinforced concrete structures using applied element method / Islam Hafez Hassan Hafez Ali ; Supervised Sherif Ahmed Mourad , Ahmed Amir Khalil

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Islam Hafez Hassan Hafez Ali , 2013Description: 91 P. : charts , facsimiles ; 30cmOther title:
  • تحليل المسار البديل فى المنشآت الخرسانية باستخدام طريقة العناصر التطبيقية [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: This research demonstrates the efficiency of the use of AEM in progressive collapse analysis of reinforced concrete structures by comparison to results of published experimental tests. A case study based on a typical seven-story reinforced concrete frame commercial building is used to demonstrate the different sources of redundancy such as slabs, infill walls, and vierendeel action which can help reinforced concrete structures resist progressive collapse. According to UFC code, primary one of the vertical structural element is removed and structure behavior is investigated. The investigated cases includes the removal of an internal column near the middle, an external edge column near the middle of the short side, an external edge column near the middle of the long side and a corner column. For each case, the removal was performed four times, from the ground, the fourth floor, the sixth floor and the last floor (seventh floor). Results of the analysis where used to reach useful recommendations regarding the UFC code method and the analysis techniques.
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2013.Is.A (Browse shelf(Opens below)) Not for loan 01010110063415000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2013.Is.A (Browse shelf(Opens below)) 63415.CD Not for loan 01020110063415000

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

This research demonstrates the efficiency of the use of AEM in progressive collapse analysis of reinforced concrete structures by comparison to results of published experimental tests. A case study based on a typical seven-story reinforced concrete frame commercial building is used to demonstrate the different sources of redundancy such as slabs, infill walls, and vierendeel action which can help reinforced concrete structures resist progressive collapse. According to UFC code, primary one of the vertical structural element is removed and structure behavior is investigated. The investigated cases includes the removal of an internal column near the middle, an external edge column near the middle of the short side, an external edge column near the middle of the long side and a corner column. For each case, the removal was performed four times, from the ground, the fourth floor, the sixth floor and the last floor (seventh floor). Results of the analysis where used to reach useful recommendations regarding the UFC code method and the analysis techniques.

Issued also as CD

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