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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.19 No.5
- 발행연도
- 2017.1
- 수록면
- 589 - 597 (9page)
이용수
초록· 키워드
오류제보하기
Strut-and-tie modeling method, which evolved on truss-model approach, has generally been preferred for the design of complex reinforced concrete structures and structural elements that have critical shear behavior. Some structural members having disturbed regions require exceptional detailing for all support and loading conditions, such as the beam-column connections, deep beams, short columns or corbels. Considering the general expectation of exhibiting brittle behavior, corbels are somewhat dissimilar to other shear critical structures. In this study, reinforcement layout of a corbel model was determined by the participation of structural optimization and strut-and-tie modeling methods, and an experimental comparison was performed against a conventionally designed model.
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참고문헌 (44)
참고문헌 신청
AASHTO-LRFD / 2010 / Bridge Design Specifications
2014 / Building Code Requirements for Structural Concrete and Commentary / ACI 318M-14
Bendsøe, M. P. / 1988 / Generating optimal topologies in structural design using a homogenization method / Comput. Meth. Appl. Mech. Eng. 71(2):197~224
1997 / Part 1, Code of Practice for Design and Construction / BS 8110
Celep, Z. and / 2005 / Betonarme Yapılar / Beta Press
2014 / Building Code Requirements for Structural Concrete and Commentary / ACI 318M-14
Bendsøe, M. P. / 1988 / Generating optimal topologies in structural design using a homogenization method / Comput. Meth. Appl. Mech. Eng. 71(2):197~224
1997 / Part 1, Code of Practice for Design and Construction / BS 8110
Celep, Z. and / 2005 / Betonarme Yapılar / Beta Press
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