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Effect of overload vehicles on behavior of cable stayed bridges / Mohamed Atef Gobashy Ali ; Supervised Walid Abdellatif Attia , Ahmed Hassan Amer

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Atef Gobashy Ali , 2018Description: 240 P. : charts , facsimiles ; 30cmOther title:
  • تأثير زيادة حمل العربات على سلوك الكباري الملجمة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This study was conducted mainly on the study of overloading on the cable stayed bridges. It was necessary to calculate the effect of overloading on the forces generated in all elements of the bridge. In this study, the internal forces in the cable stayed bridges were compared between the Egyptian Codes 2003 and 2012. Also, the effect of increasing the weights of trucks which reach 300% above the standard weight according to Egyptian code 2012 was studied and compared the forces resulting from this load with design values
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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.2018.Mo.E (Browse shelf(Opens below)) Not for loan 01010110076832000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Mo.E (Browse shelf(Opens below)) 76832.CD Not for loan 01020110076832000

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

This study was conducted mainly on the study of overloading on the cable stayed bridges. It was necessary to calculate the effect of overloading on the forces generated in all elements of the bridge. In this study, the internal forces in the cable stayed bridges were compared between the Egyptian Codes 2003 and 2012. Also, the effect of increasing the weights of trucks which reach 300% above the standard weight according to Egyptian code 2012 was studied and compared the forces resulting from this load with design values

Issued also as CD

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