The time dependent reliability analysis for the deteriorated reinforced concrete columns using the Monte Carlo simulation

被引：0

作者：

Kim, Hee-Kyu ^{[1
]}

Hong, Young-Kyun ^{[2
]}

Park, Jung-Hyun ^{[3
]}

机构：

[1] Natl Inst Disaster Prevent, Seoul, South Korea

[2] Hongik Univ, Sch Architecture, Seoul, South Korea

[3] Pai Chai Univ, Dept Architecture, Daejeon, South Korea

来源：

MECHANICAL BEHAVIOR OF MATERIALS X, PTS 1AND 2 | 2007年 / 345-346卷

关键词：

time dependent reliability analysis (TDRA); deteriorated reinforced concrete column; resistance degradation model; degradation function; Monte Carlo simulation (MCS); remodeling;

D O I：

10.4028/www.scientific.net/KEM.345-346.1385

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This study was prosecuted to analyze a structural resistance degradation model for the existing column in the 3-story building to be remodeled. The probabilistic random variables in this study were dealt with an initial member strength, current maximum crack width, current density and diameter of reinforcement with elapsed time and corrosion initiation time, TDRA has been performed to calculate the reliability index, the failure probability, the degradation level according to the member strength loss in reinforced concrete columns due to corrosion of steel reinforcement.

引用

页码：1385 / +

页数：2