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Progressive collapse assessment for multi-story steel structures under seismic loading / Yara Maged Mahmoud Soliman ; Supervised Sherif Ahmed Mourad , Hesham Sobhy Sayed , Maha Moddather

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Yara Maged Mahmoud Soliman , 2017Description: 137 P. : charts , facsimiles ; 30cmOther title:
  • تقييم الانهيار المتتابع للمنشآت المعدنية متعددة الادوار تحت تأثير احمال الزلازل [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: The progressive collapse of steel structures is initiated when one or more vertical load carrying members are removed. The building{u2019}s applied loads transfer to neighboring columns in the structure, leads to the failure of partial or whole structural system. In this study, two types of steel structures are evaluated as per unified facilities criteria (UFC) guidelines. Non-linear dynamic analysis is carried out using software SAP2000. Gravity loads and seismic loads combinations were applied to the structures to study the progressive collapse resistance of each structure
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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.2017.Ya.P (Browse shelf(Opens below)) Not for loan 01010110073634000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Ya.P (Browse shelf(Opens below)) 73634.CD Not for loan 01020110073634000

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

The progressive collapse of steel structures is initiated when one or more vertical load carrying members are removed. The building{u2019}s applied loads transfer to neighboring columns in the structure, leads to the failure of partial or whole structural system. In this study, two types of steel structures are evaluated as per unified facilities criteria (UFC) guidelines. Non-linear dynamic analysis is carried out using software SAP2000. Gravity loads and seismic loads combinations were applied to the structures to study the progressive collapse resistance of each structure

Issued also as CD

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