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Reliability of slender reinforced concrete column / Inas Mohamed Saleh Abdelhasib ; Supervised Metwally Abdelaziz Ahmed , Ahmed Shaban Abdelhay

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Inas Mohamed Saleh Abdelhasib , 2016Description: 159 P. : facsimiles ; 30cmOther title:
  • دراسة أمان الأعمدة الخرسانية المسلحة النحيفة [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: In this thesis an investigation on reliability of slender reinforcement concrete columns using risk analysis program and Monte Carlo Simulation method is excuted . since most of the variables involved in column design (material properties, geometric characteristics, loads) are random, probabilistic methods are used in the analysis. The effect of the concrete compressive strength, amount of longitudinal steel, load eccentricity, and slenderness ratio on the column reliability are investigated. It was found that all these factors have a considerable impact on the response of slender reinforcement concrete columns
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.In.R (Browse shelf(Opens below)) Not for loan 01010110070886000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.In.R (Browse shelf(Opens below)) 70886.CD Not for loan 01020110070886000

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

In this thesis an investigation on reliability of slender reinforcement concrete columns using risk analysis program and Monte Carlo Simulation method is excuted . since most of the variables involved in column design (material properties, geometric characteristics, loads) are random, probabilistic methods are used in the analysis. The effect of the concrete compressive strength, amount of longitudinal steel, load eccentricity, and slenderness ratio on the column reliability are investigated. It was found that all these factors have a considerable impact on the response of slender reinforcement concrete columns

Issued also as CD

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