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Study on design and construcion of ultra long span cable stayed bridges due to wind load / Hussein Ibraheim Hussein Nassar ; Supervised Mourad M. Bakhoum , Fathy A. Saad

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Hussein Ibraheim Hussein Nassar , 2014Description: 147 P. : facsimiles ; 30cmOther title:
  • دراسة عن تصميم و إنشاء الكبارى الملجمة ذات البحور الكبيرة تحت تأثير أحمال الرياح [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 primary objective of this research effort is to present proposals for optimal design and construction of ultra - long span cable stayed bridges due to wind loads. Three dimensional finite element models were performed using advanced specialized Software (SAP 2000 and SOFISTIK), to study the design and stability of these bridges during construction and in the final stage. Cable sag and target force are considered. Moreover, several examples were performed in order to verify the accuracy of the used software. The effect of several parameters are considered: cables arrangement, different pylon shapes, side span length, side span supports, deck cross-section (single cell and double cell), with main span 1500 meters. Since wind loads could have significant effects on ultra - long span cable Stayed Bridges during construction, hence, the thesis focuses on studying different installation and systems to illustrate their effect on these bridges
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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.Hu.S (Browse shelf(Opens below)) Not for loan 01010110066142000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Hu.S (Browse shelf(Opens below)) 66142.CD Not for loan 01020110066142000

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

The primary objective of this research effort is to present proposals for optimal design and construction of ultra - long span cable stayed bridges due to wind loads. Three dimensional finite element models were performed using advanced specialized Software (SAP 2000 and SOFISTIK), to study the design and stability of these bridges during construction and in the final stage. Cable sag and target force are considered. Moreover, several examples were performed in order to verify the accuracy of the used software. The effect of several parameters are considered: cables arrangement, different pylon shapes, side span length, side span supports, deck cross-section (single cell and double cell), with main span 1500 meters. Since wind loads could have significant effects on ultra - long span cable Stayed Bridges during construction, hence, the thesis focuses on studying different installation and systems to illustrate their effect on these bridges

Issued also as CD

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