2차원 R.C 골조구조물의 비선형 해석 = Nonlinear analysis of 2-Dimensional R.C frame structures

다국어 초록 (Multilingual Abstract)

Most of R.C piers in bridges may not sustain the seismic load in elastic region and to endure the seismic load elastically. the more big dimension is required. accordingly heavier load is induced. so earthquake designer should consider the ductility capacity of R.C piers in design to prevent collapse. at present provisions for earthquake design in specification allow the design that analysis is carried out to be based on elastic behavior of structure, on the other hand design is performed nonlinearly. this discrepancy is compensated by the response modification factor. in this paper, analysis and design are considered simultaneously by nonlinear analysis program and compare result with linear analysis to reveal the validity of response modification factor.

목차 (Table of Contents)

• 목차
• ABSTRACT = 33
• 1. 서론 = 34
• 2. 층상화 기법을 도입한 2-D 뼈대 유한요소 = 34
• 3. 뼈대요소의 철근콘크리트 비선형 재료모델 = 35
• 3.1 콘크리트의 재료모델 = 35
• 3.2 철근의 재료모델 = 36
• 4. 수치 예제 = 37
• 4.1 직사각형 철근콘크리트 기둥 = 37
• 4.2 응답수정계수 산정예 = 38
• 5. 결론 = 39
• 참고문헌 = 40