Inas Mohamed Saleh Abdelhasib  <br/><br/>
Reliability of slender reinforced concrete column /  
 دراسة أمان الأعمدة الخرسانية المسلحة النحيفة 
Inas Mohamed Saleh Abdelhasib ; Supervised Metwally Abdelaziz Ahmed , Ahmed Shaban Abdelhay  
 - Cairo :   Inas Mohamed Saleh Abdelhasib ,   2016 
 - 159 P. :   facsimiles ;   30cm 
<br/><br/>Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering 
<br/><br/> 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 
<br/><br/>
<br/><br/><label>Subjects--Index Terms: </label>Monte Carlo Simulation  Reliability Slender reinforcement column