Reliability analysis of reinforced concrete flat slabs / Mohammed Ahmed Abdelrazek Ali ; Supervised Walid Abdellatif Attia , Metwally Abdelaziz , Morcos Farid Saman

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Mohammed Ahmed Abdelrazek Ali

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TextLanguage: English Publication details: Cairo : Mohammed Ahmed Abdelrazek Ali , 2020Description: 167 P. : charts , facimiles ; 2020Other title:

تحليل الموثوقية للبلاطات الخرسانية المسلحة المستطيلة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research is conducted to determine the reliability of one bay flat slab that is supported on four corner columns. The yield line method is introduced by means of virtual work method to carry out the analysis. Also, a numerical approach is used to utilize this procedure.Thus, FORTRAN program is used to calculate the probability of failure of different slabs has rectangular dimensions. Three different modes of failure are investigated with through, and by using an appropriate correlation coefficient between the failure modes, the reliability of the slab system is obtained. Some parameters that reflect the sensitivity of results are also studied such as slab divisions, and correlation coefficient selection process

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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.2020.Mo.R (Browse shelf(Opens below))		Not for loan	01010110082611000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2020.Mo.R (Browse shelf(Opens below))	82611.CD	Not for loan	01020110082611000

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

This research is conducted to determine the reliability of one bay flat slab that is supported on four corner columns. The yield line method is introduced by means of virtual work method to carry out the analysis. Also, a numerical approach is used to utilize this procedure.Thus, FORTRAN program is used to calculate the probability of failure of different slabs has rectangular dimensions. Three different modes of failure are investigated with through, and by using an appropriate correlation coefficient between the failure modes, the reliability of the slab system is obtained. Some parameters that reflect the sensitivity of results are also studied such as slab divisions, and correlation coefficient selection process

Issued also as CD

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