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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.9 No.1
- 발행연도
- 2015.3
- 수록면
- 21 - 33 (13page)
이용수
초록· 키워드
오류제보하기
This study aimed to present a reinforced concrete block system that reduces the flange thickness of the existing form block used in new buildings and optimizes the web form, and can thus capable of being used in the seismic retrofit of new and existing buildings. By conducting a compression test and finite element analysis based on the block and grouted concrete strength, it attempted to determine the compression capacity of the form block that can be used in new construction and seismic retrofit. As a result, the comparison of the strength equation from Architectural Institute of Japan to the prism compression test showed that the mortar coefficient of 0.55 was suitable instead of 0.75 recommended in the equation. The stress?strain relation of the block was proposed as a bi-linear model based on the compression test result of the single form block. Using the proposed model, finite element analysis was conducted on the prism specimens, and it was shown that the proposed model predicted the compression behavior of the form block appropriately.
목차
Abstract
1. Introduction
2. Compression Behavior of the Reinforced Form Block Wall
3. Compression Test of the Single Form Block
4. Prism Test
5. Analysis of Compression Behavior Using Finite Element Analysis
6. Conclusions
References
참고문헌 (9)
참고문헌 신청
1. [기타자료] - Architecture Institute of Japan / 2006 / Standards for structural design of masonry structures
2. [학술지(정기간행물)] - Jonaitis, B. / 2013 / Experimental research of hollow concrete block masonry stress deformations / Procedia Engineering 57 : 473 ~ 478
3. [기타자료] - / 2011 / KS F 4002 (2011). Hollow concrete block
4. [학술대회논문] - Kim, K. -T. / 2004 / Experimental study for higher seismic performance of confined masonry wall system / Korea Concrete Institute, Proceeding of Fall Conference 12 (1) : 3 ~ 8
5. [기타자료] - Ministry of Construction and Transportation / 2013 / Korean architectural standard specification : 7–53 ~ 7–55
2. [학술지(정기간행물)] - Jonaitis, B. / 2013 / Experimental research of hollow concrete block masonry stress deformations / Procedia Engineering 57 : 473 ~ 478
3. [기타자료] - / 2011 / KS F 4002 (2011). Hollow concrete block
4. [학술대회논문] - Kim, K. -T. / 2004 / Experimental study for higher seismic performance of confined masonry wall system / Korea Concrete Institute, Proceeding of Fall Conference 12 (1) : 3 ~ 8
5. [기타자료] - Ministry of Construction and Transportation / 2013 / Korean architectural standard specification : 7–53 ~ 7–55
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UCI(KEPA) : I410-ECN-0101-2016-532-001526047