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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2017.1
- 수록면
- 59 - 67 (9page)
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초록· 키워드
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Due to a lack of the hoop action of lateral reinforcements the effective confining force in rectangular sections reduces compared to circular ones. Therefore, the stress-strain model obtained from the experimental data with circular sections overestimates the lateral confinement effect in rectangular sections, which evaluates seismic safety margin of overall structural system excessively. In this study experiments with laterally-confined square sections have been performed and the characteristic values composing stress-strain model have been analyzed. With introduction of section coefficients, in addition, the new unified stress-strain model applicable to square sections as well as circular ones has been proposed.
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참고문헌 (13)
참고문헌 신청
Fujii M / 1988 / A strudy oon the application of a stress-strain relation of confined concrete / Proc., JCA Cement and Concrete 42 : 311 ~ 314
Hoshikuma J / 1997 / Stress-strain for reinforced concrete it bridge piers / J. Struct. Eng : 624 ~ 633
Kent DC / 1971 / Flexural members with confined concrete / J. Struct. Div 97 (7) : 1969 ~ 1988
Mander JB / 1988 / Observed stress-strain behavior of confined concrete / J, Struct. Div 114 (8) : 1827 ~ 1849
Mander JB / 1988 / Theoretical stress-strain model fot confined concrete / J. Struct. Div 114 (8) : 1804 ~ 1826
Hoshikuma J / 1997 / Stress-strain for reinforced concrete it bridge piers / J. Struct. Eng : 624 ~ 633
Kent DC / 1971 / Flexural members with confined concrete / J. Struct. Div 97 (7) : 1969 ~ 1988
Mander JB / 1988 / Observed stress-strain behavior of confined concrete / J, Struct. Div 114 (8) : 1827 ~ 1849
Mander JB / 1988 / Theoretical stress-strain model fot confined concrete / J. Struct. Div 114 (8) : 1804 ~ 1826
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