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Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets / Muhammad Gouda Muhammad ; Supervised Ahmed Mohamed Farahat , Yehia M. Abdelmagid M. Hussein , Hamed Mohamed Mahmoud Salem

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Muhammad Gouda Muhammad , 2011Description: 214 P. : plans ; 30cmOther title:
  • سلوك الأعمدة الخرسانية المسلحة ذات القطاع المستطيل و المدعمة بقمصان حديدية سابقة الإجهاد [Added title page title]
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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets is experimentally studied. In this research, the used steel jackets consist of four corner angles welded with steel ties under the effect of external prestressing forces. An experiimental program consisting of fourteen half scale specimens of 1600 mm height and 150x300 mm cross sectional area was carried out to investigate the behavior of strengthened columns under axial compression forces
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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.2011.Mu.B (Browse shelf(Opens below)) Not for loan 01010110058500000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2011.Mu.B (Browse shelf(Opens below)) 58500.CD Not for loan 01020110058500000

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

Behavior of rectangular reinforced concrete columns strengthened with prestressed steel jackets is experimentally studied. In this research, the used steel jackets consist of four corner angles welded with steel ties under the effect of external prestressing forces. An experiimental program consisting of fourteen half scale specimens of 1600 mm height and 150x300 mm cross sectional area was carried out to investigate the behavior of strengthened columns under axial compression forces

Issued also as CD

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