Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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A Study on Evaluation of Shear Behavior of Unreinforced Masonry Wall with Different Aspect Ratio

형상비에 따른 비보강 조적벽체의 전단거동 평가에 관한 연구

  • 이정한 (광운대학교 에센스 구조연구센터) ;
  • 강대언 (광운대학교 에센스 구조연구센터) ;
  • 양원직 (광운대학교 에센스 구조연구센터) ;
  • 우현수 (광운대학교 대학원) ;
  • 권기혁 (시립대학교 건축학부) ;
  • 이원호 (광운대학교 건축학부)
  • Published : 2006.05.11
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Abstract

In general, the shear behavior mode of URM wall expresses four types of modes such as rocking failure, sliding shear failure, toe crushing failure, and diagonal tension failure. From the comparison of each equation according to the shear behavior modes, the failure modes based on the aspect ratio and vertical axial stress can be expected. The objectives of this study is to find out the shear behavior of URM wall with different aspect ratio. The test results show that the aspect ratio is understood as an important variable.

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