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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.2
- 발행연도
- 2017.1
- 수록면
- 179 - 189 (11page)
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초록· 키워드
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Concrete shear walls are one of the major structural lateral resisting systems in buildings. In some cases, due to the change in the occupancy of the structure or functional requirements like architectural and even mechanical ones, openings need to be provided and installed in structural walls after their construction. Providing these openings may significantly influence the structural behavior of the constructed wall. This paper considers the results of a nonlinear finite element analysis of shear walls with opening strengthened by carbon fiber reinforced polymer (CFRP) strips with different configurations. Details of bond-slip constitutive model of link elements to simulate the connections of FRP strips to concrete surface is presented. The proposed model in this research has been validated using experimental results available in the literature. The results indicated that the proposed configuration of CFRP strips significantly improved the lateral resistance and deformation capacity of the shear walls with opening.
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참고문헌 (24)
참고문헌 신청
2012 / ABAQUS User’s Manual / ABAQUS 6.12
2011 / Building Code Requirements for Structural Concrete and Commentary / ACI 318
2008 / Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures / ACI 440.2R
Altin, S. / 2013 / Hysteretic behavior of RC shear walls strengthened with CFRP strips / Compos. Part B: Eng. 44(1):321~329
2003 / ASCE 31; Seismic Evaluation of Existing Buildings / America Society of Civil Engineers (ASCE)
2011 / Building Code Requirements for Structural Concrete and Commentary / ACI 318
2008 / Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures / ACI 440.2R
Altin, S. / 2013 / Hysteretic behavior of RC shear walls strengthened with CFRP strips / Compos. Part B: Eng. 44(1):321~329
2003 / ASCE 31; Seismic Evaluation of Existing Buildings / America Society of Civil Engineers (ASCE)
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