Earticle

초록

영어

The general structural behavior of shearwall is affected by both axial compression and bending moment. The objective of this paper is to study nonlinear behavior characteristic of RC-Shear wall through nonlinear analysis process. Sectional analysis is performed using X-TRACT program. Main variables in the analysis are concrete compressive strength, confinement type, vertical reinforcement ratio, lateral confinement ratio in boundary column and vertical reinforcement ratio in wall.
From the analysis, it was found that the stiffness variation was not high even compressive strength of concrete increased. However ultimate strength was improved. The flexural strength increased when spiral type reinforcing is applied in boundary column.

목차

Abstract
 1. 서론
 2. 전단벽의 거동
  2.1 전단벽의 파괴모드
  2.2 전단벽의 거동에 영향을 미치는 요인
 3. 기본가정
 4. 시험체 해석 및 결과 분석
  4.1 시험체
  4.2 결과 분석
 5. 결론
 참고문헌

저자

• 조용만 [ Cho, Yong-Man | 정회원, 충주대학교 건축공학과 석사과정 ]
• 서수연 [ Seo, Soo-Yeon | 정회원, 충주대학교 건축공학과 교수, 공학박사 ]
• 윤승조 [ Yoon, Seung-Joe | 정회원, 충주대학교 건축공학과 교수, 공학박사 ]

참고문헌