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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.67 No.6
- 발행연도
- 2018.1
- 수록면
- 579 - 585 (7page)
이용수
초록· 키워드
오류제보하기
Masonry walls are of a complex (anisotropic) structure in terms of their mechanical properties. The mechanical properties of the walls are affected by the properties of the materials used in wall construction, joint thickness and the type of masonry bond. The carried-out studies, particularly in the seismic zones, have revealed that the most of the conventional masonry walls were constructed without considering any engineering approach. Along with that, large-scale damages were detected on such structural elements after major earthquake(s), and such damages were commonly occurred at the brick-joint interfaces. The aim of this study was to investigate the effect of joint thickness and also type of mortar on the mechanical behavior of the masonry walls. For this aim, the brick masonry walls were constructed through examination of both the literature and the conventional masonry walls. In the construction process, a single-type of brick was combined with two different types of mortar: cement mortar and hydraulic lime mortar. Three different joint thicknesses were used for each mortar type; thus, a total of six masonry walls were constructed in the laboratory. The mechanical properties of brick and mortars, and also of the constructed walls were determined. As a conclusion, it can be stated that the failure mechanism of the brick masonry walls differed due to the mechanical properties of the mortars. The use of bed joint thickness not less than 20 mm is recommended in construction of conventional masonry walls in order to maintain the act of brick in conjunction with mortar under load.
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등록된 정보가 없습니다.
참고문헌 (33)
참고문헌 신청
Amadio, C. / 1999 / Shear behavior of brickmortar joints / Masonr. Int. 5(1):19~22
Asteris, P.G. / 2003 / Lateral stiffness of brick masonry infilled plane frames / J. Struct. Eng. 129(8):1071~1079
Asteris, P.G. / 2015 / Parameters affecting the fundamental period of infilled RC frame structures / Earthq. Struct. 9(5):999~1028
Panagiotis G. Asteris / 2015 / On the fundamental period of infilled RC frame buildings / Structural Engineering and Mechanics, An Int＇l Journal 54(6):1175~1200
2014 / ASTM C67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile / ASTM
Asteris, P.G. / 2003 / Lateral stiffness of brick masonry infilled plane frames / J. Struct. Eng. 129(8):1071~1079
Asteris, P.G. / 2015 / Parameters affecting the fundamental period of infilled RC frame structures / Earthq. Struct. 9(5):999~1028
Panagiotis G. Asteris / 2015 / On the fundamental period of infilled RC frame buildings / Structural Engineering and Mechanics, An Int＇l Journal 54(6):1175~1200
2014 / ASTM C67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile / ASTM
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