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Strengthening of steel beam to column connections to resist progressive collapse / Ahmed Mohamed Nabil Abdelsalam ; Supervised Sherif A. Mourad , M. Hassanien Serror

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Mohamed Nabil Abdelsalam , 2014Description: 83 P. : photographs ; 30cmOther title:
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Progressive collapse is currently one of the important research topics in structural engineering. It occurs when a primary structural component of a building fails to resist an accidental overloading. This failure leads to spreading of the forces to other neighboring load bearing components; if this distribution of loads exceeded the component capacity then this will lead to collapse of these components and ultimately to total collapse. In this research, the progressive collapse of a symmetric steel structure is examined and the effect of different strengthening techniques for the moment resisting frame connections is investigated. The principles presented in this research were examined by developing idealized models and carrying out the alternate path method with the nonlinear static progressive collapse analysis using SAP2000 software according to UFC 2009 guidelines
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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.Ah.S (Browse shelf(Opens below)) Not for loan 01010110064914000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ah.S (Browse shelf(Opens below)) 64914.CD Not for loan 01020110064914000

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

Progressive collapse is currently one of the important research topics in structural engineering. It occurs when a primary structural component of a building fails to resist an accidental overloading. This failure leads to spreading of the forces to other neighboring load bearing components; if this distribution of loads exceeded the component capacity then this will lead to collapse of these components and ultimately to total collapse. In this research, the progressive collapse of a symmetric steel structure is examined and the effect of different strengthening techniques for the moment resisting frame connections is investigated. The principles presented in this research were examined by developing idealized models and carrying out the alternate path method with the nonlinear static progressive collapse analysis using SAP2000 software according to UFC 2009 guidelines

Issued also as CD

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