신뢰성이론에 의한 기초구조물의 가치분석 모델개발

Abstract

Development of design method based on probability theory sublating discrepancy of definitive design standards in designing foundation structure is needed. This study develops uncertainties of resistance and load effect of foundation structures in order to introduce the concept of probabilistic design based on reliability into the design of foundation structures, estimate reliability index suitable to foundation structures, compares and analyzes safety and durability performance and the results of research can be summarized as follows. Optimum safety ratio of bearing power of pile foundation was estimated as 2.9613 according to interpretation of reliability and it was analyzed in a rational way compared to uniform safety ratio value based on conventional allowable stress design methods, and as a result of analyzing life cycle cost of foundation structures, it was confirmed that execution of maintenance and management strategy in repair and maintenance condition of safety evaluation grade B was most economical. In addition, prevention LCC/post LCC ratios of foundation structures for life cycle of 80 years were 60.54%, 54.58%, 52.27% and 49.29% at maintenance, repair, reinforcement and replacement respectively and prevention and maintenance strategy was more economical than post maintenance strategy. It is expected that the results of this study will be used as basic materials to build analysis techniques of reliability and economy of foundation structures through expansion of statistical data of foundation structures.