Performance Evaluation Methods of Reinforced Concrete Structures using Nonlinear Static Analysis

비선형 정적해석을 이용한 철근 콘크리트 구조물 성능평가기법

There are representative two performance evaluation methods for performance-based design(PBD) of reinforced concrete structures by the nonlinear static analysis, one method includes the capacity spectrum method(CSM) suggested in ATC-40(996) and the other is the displacement coefficient method(DCM) in FEMA-273(1997). The objective of this paper is to compare and verify two methods and suggest the displacement-based design for new performance evaluation of reinforced concrete structures.