Earticle

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

저자

• 서수연 [ Seo, Soo-Yeon | 충주대학교 건축공학과 교수, 공학박사 ]
• 윤승조 [ Yoon, Seung-Joe | 충주대학교 건축공학과 교수, 공학박사 ]
• 김경태 [ Kim, Kyong-Tae | 충주대학교 국제공인시험연구센타 선임연구원, 공학박사 ]
• 최기봉 [ Choi, Gi Bong | 경원대학교 건축공학과 교수, 공학박사 ]

참고문헌