Earticle

초록

영어

This study is to investigate the nonlinear behavior of reinforced concrete shear walls. This study were performed using the nonlinear analysis program CANNY. The existing experimental results were companed with numerical analysis results using the fiber-model. The nonlinear behavior were analyzed according to the variety of the length of the plastic hinge and the concrete elastic modulus. The initial stiffness, strength, displacement from the analytical results and the experimental results is slightly different, but the whole behavior was shown a similar pattern. Also lateral displacement values were found to change regularly according to an increase and decrease in the plastic hinge length and the concrete elastic modulus.

목차

Abstract
 1. 서론
 2. 기존의 연구결과
 3. 해석모델
  3.1 Fiber Model
  3.2 재료적 성질
 4. 해석결과의 검토
  4.1 SW7 벽체
  4.2 SW8 벽체
  4.3 SW9 벽체
 5. 결론
 참고문헌

저자

• 김동용 [ Kim, Dong-Yong | 동서대 건축공학과 대학원 석사과정 ]
• 전대한 [ Jun, Dae-Han | 동서대 건축공학과 교수, 공학박사 ]

참고문헌