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Progressive collapse analysis of Progressive collapse analysis using the applied element method / Mariam Mohamed Ehab Ahmed Ibrahim ; Supervised Hamed M. Mahmoud Salem Hadhoud

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mariam Mohamed Ehab Ahmed Ibrahim , 2017Description: 173 P. : charts ; 30cmOther title:
  • تقييم الانهيار المتتابع للوصلات الخرسانية سابقة الصب باستخدام طريقة العنصر التطبيقى [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Precast concrete structures become widely used recently due to high quality of manufacturing as well as its good behaviour under gravity. However, the most critical part in the precast structures is beam to column connections in precast frame system due to the different variables involved in the assemblages. In this thesis, a study is carried out on different wet beam column connections under column removal scenario to obeserve the behavior of the connections due to progressive collapse. Different column removal locations with different frame arrangements is studied. The applied element method is implemented in the study to construct a 3D detailed model of the studied connections by using extreme loading of structures software. The performance of the connections is presented in terms beam, column and joint behavior
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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.Ph.D.2017.Ma.P (Browse shelf(Opens below)) Not for loan 01010110073447000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2017.Ma.P (Browse shelf(Opens below)) 73447.CD Not for loan 01020110073447000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Precast concrete structures become widely used recently due to high quality of manufacturing as well as its good behaviour under gravity. However, the most critical part in the precast structures is beam to column connections in precast frame system due to the different variables involved in the assemblages. In this thesis, a study is carried out on different wet beam column connections under column removal scenario to obeserve the behavior of the connections due to progressive collapse. Different column removal locations with different frame arrangements is studied. The applied element method is implemented in the study to construct a 3D detailed model of the studied connections by using extreme loading of structures software. The performance of the connections is presented in terms beam, column and joint behavior

Issued also as CD

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