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Evaluating the safety level of prestressed concrete bridge girders designed using different international codes / Ehab Mamdouh Hanna Riad ; Supervised Walid Abdellatif Attia , Gamal Helmy Hanna

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ehab Mamdouh Hanna Riad , 2017Description: 96 P. : charts ; 30cmOther title:
  • حساب معامل الامان للكبارى الخرسانية سابقة الاجهاد باستخدام المواصفات العالمية المختلفة [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 main aim of this study is to evaluate the safety level of bridge designed with the same dimension according to AASHTO LRFD code, Eurocode, and Egyptian code also evaluate the quantity of prestressing required by each code. Prestressed concrete structures are typically designed to ensure that the initial and final stresses at service load conditions are within the allowable limits, each code (AASHTO LRFD, eurocode, and Egyptian code) has different Prestressing requirements because there are considerable differences in the values of design live load specified by the three codes. A CSiBridge model has been used to to determine the maximum deflections, forces, and stresses, several case studies investigated based on the evaluating the safety level of prestressed concrete bridge girders designed using
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Eh.E (Browse shelf(Opens below)) Not for loan 01010110073460000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Eh.E (Browse shelf(Opens below)) 73460.CD Not for loan 01020110073460000

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

The main aim of this study is to evaluate the safety level of bridge designed with the same dimension according to AASHTO LRFD code, Eurocode, and Egyptian code also evaluate the quantity of prestressing required by each code. Prestressed concrete structures are typically designed to ensure that the initial and final stresses at service load conditions are within the allowable limits, each code (AASHTO LRFD, eurocode, and Egyptian code) has different Prestressing requirements because there are considerable differences in the values of design live load specified by the three codes. A CSiBridge model has been used to to determine the maximum deflections, forces, and stresses, several case studies investigated based on the evaluating the safety level of prestressed concrete bridge girders designed using

Issued also as CD

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