원문정보
Static Response Characteristic of R/C Frame Building Damaged in Beam-Column Joint
피인용수 : 0건 (자료제공 : 네이버학술정보)
초록
영어
In this paper, the structural capacity of building with damaged joint was evaluated through a nonlinear analysis process. For this, 5, 10 and 15 story buildings are designed according to the current design code and the joint of building is modeled to have the reduced stiffness or strength. And then a nonlinear static analysis using DRAIN-2DX program is performed. Analysis result
showed that decrease of base shear closely depended on the strength loss in joint and independed on the stiffness loss. However, the yield drift increased when the stiffness increased.
목차
ABSTRACT
1. 서론
1.1 연구배경
1.2 연구목적 및 방법
2. 대상건물의 설계
3. 비선형 정적 해석
3.1 강성과 강도의 관계
3.2 해석결과의 비교
4. 결론
참고문헌
1. 서론
1.1 연구배경
1.2 연구목적 및 방법
2. 대상건물의 설계
3. 비선형 정적 해석
3.1 강성과 강도의 관계
3.2 해석결과의 비교
4. 결론
참고문헌
키워드
저자정보
참고문헌
자료제공 : 네이버학술정보