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콘크리트 품질ㆍ시공ㆍ유지관리의 조기판정 및 LCC분석 시스템 개발
손용우(Sohn Yong-Woo),이증빈(Lee Cheung-Bin),최미라(Choi Mi-Ra),박봉수(Park Bong-Soo),안영기(Ahn Young-Ki) 한국구조물진단유지관리학회 2004 한국구조물진단학회 학술발표회논문집 Vol.- No.-
In the resent years, the early evaluation of concrete quality, construction and maintenance has been considered as all is of major concern due to the increase of loading and the degradation of structures related with time. This paper presents evaluation of structural safety performance using measured data of construction, on the basis of a field measurements for the prevention of unreliable concrete works. Measurements analyzed in this paper are early quality condition, performance assessment and total LCC(life cycle cost), which includes the initial cost, the costs of inspection, repair, and failure. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete structures. The model focuses on damage mechanisms of concrete structures deteriorated by initial damage factors for concrete quality and environment factors such as chloride and carbonation attacks. These results could provide useful LCC information for concrete structures interested in design, construction and maintenance.
콘크리트 吾질 시공 유지관리의 조기판정 및 LCC분석 시스템 개발
손용우 ( Sohn Yong-woo ),이증빈 ( Lee Cheung-bin ),최미라 ( Choi Mi-ra ),박봉수 ( Park Bong-soo ),안영기 ( Ahn Young-ki ) 한국구조물진단유지관리공학회 2004 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.8 No.2
In the years, the early evaluation of concrete quality, construction and maintenance has been considered as all is of major concern due to the increase of loading and tie degradation of structures related with time. This paper presents evaluation of structural safety performance using measured data of construction, on the basis of a field measurements for the prevention of unreliable concrete works. Measurements analyzed in this paper are early quality condition, performance assessment and total LCC(life cycle cost), which includes the initial cost, the costs of inspection, repair, and failure. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete structures. The model focuses on damage mechanisms of concrete structures deteriorated by initial damage factors for concrete quality and environment factors such as chloride and carbonation attacks. These results could provide useful LCC information for concrete structures interested in design, construction and maintenance.
기존RC교량 바닥판의 유지관리를 위한 전문가 시스템 개발
손용우 ( Sohn Yong-woo ),이증빈 ( Lee Cheung-bin ),이채규 ( Lee Chai-kyu ),손승현 ( Son Seung-hyun ),안영기 ( Ahn Young-ki ) 한국구조물진단유지관리공학회 2002 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.6 No.2
The purpose of this study makes a retrofit and rehabilitation practice trough the analysis and the improvement for the underlying problem of current retrofit and rehabilitation methods. Therefore, the deterioration process, the damage cause, the condition classification, the fatigue mechanism and the applied quantity of strengthening methods for RC deck slabs were analtzed. Artificial neural networks are efficient computing techniqures that are widely used to solve complex problems in many fields. In this study, a back-propagation neural network model for estimating a management on existing reinforced concrete bridge decks from damage cause, damage type, and integrity assessment at the initial stsge is need. The training and testing of the network were based on a database of 36. Four different network models werw used to study the ability of the neural network to predict the desirable output of increasing degree of accuracy. The neural networks is trained by modifying the weights of the neurons in response to the errors between the actual output values and the target output value. Training was done iteratively until the average sum squared errors over all the training patterms were minimized. This generally occurred after about 5,000 cycles of training.
김종길 ( Sohn¸ Yong-woo ),손용우 ( Lee¸ Cheung-bin ),이증빈 ( Lee¸ Chai-kyu ),이채규 ( Ahn¸ Young-ki ),안영기 한국구조물진단유지관리공학회 2003 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.7 No.2
This paper aims to propose a method that helps maintenance engineers to evaluate the damage states of bridge structure systems by using a Fuzzy Fault Tree Analysis. It may be stated that Fuzzy Fault Tree Analysis may be very useful for the systematic and rational fuzzy reliability assessment for real bridge structure systems problems because the approach is able to effectively deal with all the related bridge structural element damages in terms of the linguistic variables that incorporate systematically experts experiences and subjective judgement. This paper considers these uncertainties by providing a fuzzy reliability-based framework and shows that the identification of the optimum maintenance scenario is a straightforward process. This is achieved by using a computer program for LIFETIME. This program can consider the effects of various types of actions on the fuzzy reliability index profile of a deteriorating structures. Only the effect of maintenance interventions is considered in this study. However, any environmental or mechanical action affecting the fuzzy reliability index profile can be considered in LIFETIME. Numerical examples of deteriorating bridges are presented to illustrate the capability of the proposed approach. Further development and implementation of this approach are recommended for future research.
김종길 ( Sohn Yong-woo ),손용우 ( Lee Cheung-bin ),이증빈 ( Lee Chai-kyu ),이채규 ( Ahn Young-ki ),안영기 한국구조물진단유지관리공학회 2003 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.7 No.1
Recently, the corrosion and aging of reinforced concrete bridges are of great concern inpracitice. The corroded reinforced bars in concrete influences not only the safety of the bridge structures, but olso the flexural strength of reinforced concrete members. The flexural strength charateristics and economic analysis of corroded rebars in concrete concidering performance evalution have not been well clarified yet. The purpose of the presnt study, therefore, to explore the resistance degradation function and life cycle costs for service life of reinforced concrete bridges according to the decrease of corrosion of steel bars. The present formula has been proposed to calculate the flexural strength decrease according to corrosion rate. The present study allows more accurate evalution of the residual capacity of partially reinforced concrete bridge beams under corrosion.
김종길(Kim Jong-Gil),손용우(Sohn Yong-Woo),이중빈(Lee Cheung-Bin),이채규(Lee Chai-Kyu),안영기(Ahn Young-Ki) 한국구조물진단유지관리학회 2003 한국구조물진단학회 학술발표회논문집 Vol.- No.-
This paper aims to propose a method that helps maintenance engineers to evaluate the damage states of bridge structure systems by using a Fuzzy Fault Tree Analysis. It may be stated that Fuzzy Fault Tree Analysis may be very useful for the systematic and rational fuzzy reliability assessment for real bridge structure systems problems because the approach is able to effectively deal with all the related bridge structural element damages in terms of the linguistic variables that incorporate systematically experts experiences and subjective judgement. This paper considers these uncertainties by providing a fuzzy reliability-based framework and shows that the identification of the optimum maintenance scenario is a straightforward process. This is achieved by using a computer program for LIFETIME. This program can consider the effects of various types of actions on the fuzzy reliability index profile of a deteriorating structures. Only the effect of maintenance interventions is considered in this study. However, any environmental of mechanical action affecting the fuzzy reliability index profile can be considered in LIFETIME. Numerical examples of deteriorating bridges are presented to illustrate the capability of the proposed approach. Further development and implementation of this approach are recommended for future research.
김종길 ( Kim¸ Jong-gil ),손용우 ( Sohn¸ Yong-woo ),이증빈 ( Lee¸ Cheung-bin ),주필성 ( Ju¸ Pill-seong ),안영기 ( Ahn¸ Young-ki ) 한국구조물진단유지관리공학회 2003 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.7 No.2
Recently, the corrosion and aging of infrastructures are of great concern impracitice. The uncertainties of the corroded reinforced bars in concrete influences not only the safety of the bridge structures, but also the flexural strength of reinforced concrete members. This paper considers these uncertainties by providing a reliability-based framework and shows that the identification of the optimum maintenance scenario is a straightforward process. This is achieved by using a computer program for Life Cycle Cost Analysis of Deteriorating Structures (LCCADS). This program can consider the effects of various types of actions on the reliability index profile of a deteriorating structures. Only the effect of maintenance interventions is considered in this study. However, any environmental or mechanical action affecting the reliability index profile can be considered in LCC ADS. Numerical examples of deteriorating infrastructures are presented to illustrate the capability of the proposed approach. Further development and implementation of this approach are recommended for future research.
김종길(Kim Jong-Kil),손용우(Sohn Yong-Woo),이중빈(Lee Cheung-Bin),이채규(Lee Chai-Kyu),안영기(Ahn Young-Ki) 한국구조물진단유지관리학회 2003 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Recently, the corrosion and aging of reinforced concrete bridges are of great concern inpracitice. The corroded reinforced bars in concrete influences not only the safety of the bridge structures. but also the flexural strength of reinforced concrete members. The flexural strength charateristics and economic analysis of corroded rebars in concrete concidering performance evalution have not been well clarified yet. The purpose of the presnt study, therefore, to explore the resistance degradation function and life cycle costs for service life of reinforced concrete bridges according to the decrease of corrosion of steel bars. The present formula has been proposed to calculate the flexural strength decrease according to corrosion rate. The present study allows more accurate evalution of the residual capacity of partially reinforced concrete bridge beams under corrosion.
김종길(Kim Jong-Gil),손용우(Sohn Yong-Woo),이중빈(Lee Cheung-Bin),주필성(Ju Pill-Seong),안영기(Ahn Young-Ki) 한국구조물진단유지관리학회 2003 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Recently, the corrosion and aging of infrastructures are of great concern impracitice. The uncertainties of the corroded reinforced bars in concrete influences not only the safety of the bridge structures, but also the flexural strength of reinforced concrete members. This paper considers these uncertainties by providing a reliability-based framework and shows that the identification of the optimum maintenance scenario is a straightforward process. This is achieved by using a computer program for Life Cycle Cost Analysis of Deteriorating Structures(LCCADS). This program can consider the effects of various types of actions on the reliability index profile of a deteriorating structures. Only the effect of maintenance interventions is considered in this study. However, any environmental or mechanical action affecting the reliability index profile can be considered in LCCADS. Numerical examples of deteriorating infrastructures are presented to illustrate the capability of the proposed approach. Further development and implementation of this approach are recommended for future research.