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Aerodynamic stability of ultra-long span cable suspension bridge / Ezz Eldin Kamel Mohamed Ali ; Supervised Ahmed Mahmoud Saleh , Walid Abdel Lafif Attia , Ehab Ahmed Badereldin Khalil

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ezz Eldin Kamel Mohamed Ali , 2016Description: 163 P. : charts , facsimiles ; 30cmOther title:
  • إستقرار الكباري المعلقة -الملجمة ذات البحور الكبيرة تحت التأثير الديناميكى للرياح [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: Deck shape determines the aerodynamic forces acting on bridges. The present study focuses on minimizing aerodynamic forces by optimizing deck shape. Computational fluid dynamic (CFD) is an effective numerical tool for simulating flow around bridge deck, which was verified in literature. In this study six deck cross sections were studied and their generated aerodynamic forces were compared with forces acting on Sutong Bridge Also, stability and structural analysis for ultra-span bridge performed using cable-suspension bridge system
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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.2016.Ez.A (Browse shelf(Opens below)) Not for loan 01010110069854000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2016.Ez.A (Browse shelf(Opens below)) 69854.CD Not for loan 01020110069854000

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

Deck shape determines the aerodynamic forces acting on bridges. The present study focuses on minimizing aerodynamic forces by optimizing deck shape. Computational fluid dynamic (CFD) is an effective numerical tool for simulating flow around bridge deck, which was verified in literature. In this study six deck cross sections were studied and their generated aerodynamic forces were compared with forces acting on Sutong Bridge Also, stability and structural analysis for ultra-span bridge performed using cable-suspension bridge system

Issued also as CD

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