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Behavior and flutter stability of long-span cable-stayed bridges with cable net / Amin Abdelmonem Kotb Abdelmotaleb ; Supervised Walid Abdellatif Attia

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amin Abdelmonem Kotb Abdelmotaleb , 2014Description: 176 P. : charts , facsimiles ; 30cmOther title:
  • تصرف واتزان الكبارى الملجمة ذات البحور الطويلة والمزودة بشبكة كابلات [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 long-span cable-stayed bridges considered as a modern form of bridges which is both economical and aesthetic considerations. However, this kind of bridge is characterized by high inhabitant flexibility due to its main girder low depth to span ratio. Since the well-known collapse of Tacoma Narrows Bridge in 1940, great attention has been given to the aero-elastic instability. Especially the problems arising for flutter instability which have a great effect on the safety of this kind of bridges. Many researches have been conducted to improve the flutter instability of bridges by increasing the critical wind velocity. In this research, different arrangement of additional cable net has been adapted as a solution for increasing critical coupled flutter wind velocity and improving the overall behavior of the bridge
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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.Am.B (Browse shelf(Opens below)) Not for loan 01010110065031000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Am.B (Browse shelf(Opens below)) 65031.CD Not for loan 01020110065031000

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

The long-span cable-stayed bridges considered as a modern form of bridges which is both economical and aesthetic considerations. However, this kind of bridge is characterized by high inhabitant flexibility due to its main girder low depth to span ratio. Since the well-known collapse of Tacoma Narrows Bridge in 1940, great attention has been given to the aero-elastic instability. Especially the problems arising for flutter instability which have a great effect on the safety of this kind of bridges. Many researches have been conducted to improve the flutter instability of bridges by increasing the critical wind velocity. In this research, different arrangement of additional cable net has been adapted as a solution for increasing critical coupled flutter wind velocity and improving the overall behavior of the bridge

Issued also as CD

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