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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.10 No.3 Supplement
- 발행연도
- 2016.9
- 수록면
- 87 - 96 (10page)
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This numerical study investigated the effects of different reinforcing details in beam-column joints on the blast resistance of the joints. Due to increasing manmade and/or natural high rate accidents such as impacts and blasts, the resistance of critical civil and military infrastructure or buildings should be sufficiently obtained under those high rate catastrophic loads. The beam-column joint in buildings is one of critical parts influencing on the resistance of those buildings under extreme events such as earthquakes, impacts and blasts. Thus, the details of reinforcements in the joints should be well designed for enhancing the resistance of the joints under the events. Parameters numerically investigated in this study include diagonal, flexural, and shear reinforcing steel bars. The failure mechanism of the joints could be controlled by the level of tensile stress of reinforcing steel bars. Among various reinforcing details in the joints, diagonal reinforcement in the joints was found to be most effective for enhancing the resistance under blast loads. In addition, shear reinforcements also produced favourable effects on the blast resistance of beamcolumn joints.
목차
Abstract
1. Introduction
2. Literature Review
3. Numerical Analysis Method
4. Numerical Analysis Specimens
5. Results and Discussion
6. Conclusions
References
참고문헌 (25)
참고문헌 신청
[기타자료] - / 2010 / American Concrete Institute-American Society of Civil Engineers (ACI-ASCE) Committee 352, ACI 352R-02 Reapproved, Recommendations for design of beamcolumn connections in monolithic reinforced concrete structures / ACI
[기타자료] - / 2011 / American Concrete Institute (ACI) Committee 318, ACI 318-11, Building code requirements for structural concrete & commentary / ACI
[기타자료] - / 2011 / American Society of Civil Engineers-Structural Engineering Institute (ASCE/SEI), ASCE/SEI 59-11: blast protection of building / ASCE
[학술지(정기간행물)] - Birkimer, D. L. / 1971 / Dynamic tensile strength of concrete materials / ACI Journal Proceedings 68 (1) : 47 ~ 49
[학술지(정기간행물)] - Bischoff, P. H. / 1991 / Compressive behavior of concrete at high strain rates / Materials and Structures 24 : 425 ~ 450
[기타자료] - / 2011 / American Concrete Institute (ACI) Committee 318, ACI 318-11, Building code requirements for structural concrete & commentary / ACI
[기타자료] - / 2011 / American Society of Civil Engineers-Structural Engineering Institute (ASCE/SEI), ASCE/SEI 59-11: blast protection of building / ASCE
[학술지(정기간행물)] - Birkimer, D. L. / 1971 / Dynamic tensile strength of concrete materials / ACI Journal Proceedings 68 (1) : 47 ~ 49
[학술지(정기간행물)] - Bischoff, P. H. / 1991 / Compressive behavior of concrete at high strain rates / Materials and Structures 24 : 425 ~ 450
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UCI(KEPA) : I410-ECN-0101-2017-532-001401110