Effect of overload vehicles on behavior of composite steel girder bridges / Kamel Tamer Kamel Hawash ; Supervised Walid Abdellatif Attia , Ahmed Hassan Amer

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Kamel Tamer Kamel Hawash

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TextLanguage: English Publication details: Cairo : Kamel Tamer Kamel Hawash , 2016Description: 149 P. : facsimiles ; 30cmOther title:

تأثير زيادة حمل العربات على سلوك الكبارى المعدنية المركبة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Bridge superstructures play an important role in the national transportation network. Increase the weight of trucks on bridges would reduce the expected life time of bridge, therefore this thesis evaluates the effect of these weights on the straining actions of steel girders. In this research, simply supported composite steel girder bridges with different spans were studied and discussed under overloading truck weights up to 200%. Also, investigate the linear and nonlinear behavior of the composite steel I-girder bridges under overloading by using finite element method

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2016.Ka.E (Browse shelf(Opens below))		Not for loan	01010110071076000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2016.Ka.E (Browse shelf(Opens below))	71076.CD	Not for loan	01020110071076000

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

Bridge superstructures play an important role in the national transportation network. Increase the weight of trucks on bridges would reduce the expected life time of bridge, therefore this thesis evaluates the effect of these weights on the straining actions of steel girders. In this research, simply supported composite steel girder bridges with different spans were studied and discussed under overloading truck weights up to 200%. Also, investigate the linear and nonlinear behavior of the composite steel I-girder bridges under overloading by using finite element method

Issued also as CD

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