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Progressive collapse assessment of multistory flat slab reinforced concrete structures / Hazem Ahmed Hassan Ahmed Amer ; Supervised Hamed M. Salem

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Hazem Ahmed Hassan Ahmed Amer , 2014Description: 256 P. : charts , facsimiles ; 30cmOther title:
  • تقييم الانهيار المتتابع لمنشآت الخرسانية المسلحة متعددة الأدوار ذات بلاطات مسطحة [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: When a building loses a column or a shear wall, progressive collapse of the building may occur leading to total failure of the building. Many international structural codes and standards started to consider the progressive collapse resistance. The progressive collapse of flat slab reinforced concrete buildings has not received much attention in the recent studies. The objective of the current research is to study the progressive collapse possibility of flat slab reinforced concrete buildings designed according to the {u2018}Egyptian Code of Practice{u2019} (ECP) under gravity and seismic loads. The limits for progressive were defined by the {u2018}Unified Facilities Criterion{u2019} (UFC) guidelines. The Applied Element Method (AEM) which is capable of simulating the structures{u2019} behaviour up to collapse was used in the three dimensional nonlinear dynamic analysis of study cases. A parametric study has been made to investigate the effect of the different parameterssuch as the location of the removed column in plan (interior, edge, or corner), the level of the removed column (ground, 5th, 8th, and 10th), and the case of loading (gravity and seismic).Based on the analysis of the results of the studied cases, the structures whose structural floor systems are made of flat slab and designed according to the {u2018}Egyptian code of practice{u2019} (ECP) do not satisfy some of the {u2018}Unified facilities criteria{u2019} (UFC) guidelines requirements for progressive collapse resistance
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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.2014.Ha.P (Browse shelf(Opens below)) Not for loan 01010110064204000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ha.P (Browse shelf(Opens below)) 64204.CD Not for loan 01020110064204000

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

When a building loses a column or a shear wall, progressive collapse of the building may occur leading to total failure of the building. Many international structural codes and standards started to consider the progressive collapse resistance. The progressive collapse of flat slab reinforced concrete buildings has not received much attention in the recent studies. The objective of the current research is to study the progressive collapse possibility of flat slab reinforced concrete buildings designed according to the {u2018}Egyptian Code of Practice{u2019} (ECP) under gravity and seismic loads. The limits for progressive were defined by the {u2018}Unified Facilities Criterion{u2019} (UFC) guidelines. The Applied Element Method (AEM) which is capable of simulating the structures{u2019} behaviour up to collapse was used in the three dimensional nonlinear dynamic analysis of study cases. A parametric study has been made to investigate the effect of the different parameterssuch as the location of the removed column in plan (interior, edge, or corner), the level of the removed column (ground, 5th, 8th, and 10th), and the case of loading (gravity and seismic).Based on the analysis of the results of the studied cases, the structures whose structural floor systems are made of flat slab and designed according to the {u2018}Egyptian code of practice{u2019} (ECP) do not satisfy some of the {u2018}Unified facilities criteria{u2019} (UFC) guidelines requirements for progressive collapse resistance

Issued also as CD

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