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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.6 No.3
- 발행연도
- 2012.9
- 수록면
- 165 - 176 (12page)
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초록· 키워드
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The aim of this study is to assess the seismic performance of hollow reinforced concrete and prestressed concrete bridge columns, and to provide data for developing improved seismic design criteria. By using a sophisticated nonlinear finite element analysis program, the accuracy and objectivity of the assessment process can be enhanced. A computer program, RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), is used to analyze reinforced concrete and prestressed concrete structures. Tensile, compressive and shear models of cracked concrete and models of reinforcing and prestressing steel were used to account for the material nonlinearity of reinforced concrete and prestressed concrete. The smeared crack approach was incorporated. The proposed numerical method for the seismic performance assessment of hollow reinforced concrete and prestressed concrete bridge columns is verified by comparing it with the reliable experimental results. Additionally, the studies and discussions presented in this investigation provide an insight into the key behavioral aspects of hollow reinforced concrete and prestressed concrete bridge columns.
목차
Abstract
1. Introduction
2. Computational Platform for SeismicPerformance Assessment
3. Hollow Reinforced Concrete BridgeColumns
4. Hollow Prestressed Concrete BridgeColumns
5. Conclusions
References
참고문헌 (19)
참고문헌 신청
1. [보고서] - Hines, E. M / 2002 / Seismic performance of hollow rectangular reinforced concrete piers with highly-confined boundary elements Phase I: Flexural tests Phase II: Shear tests
2. [보고서] - Hoshikuma, J / 2000 / Flexural behavior of circular hollow columns with a single layer of reinforcement under seismic loading. Report No
3. [학술지(정기간행물)] - Kato, B / 1979 / Mechanical properties of steel under load cycles idealizing seismic action / CEB Bulletin D’Information 131 : 7 ~ 27
4. [학술지(정기간행물)] - Kawashima, K / 2002 / Seismic performance of hollow reinforced concrete arch ribs subjected to cyclic lateral force under varying axial load / Journal of Structural Engineering 48 : 747 ~ 757
5. [학술지(정기간행물)] - Kim, T. -H / 2009 / Seismic performance assessment of reinforced concrete bridge piers with lap splices using shaking table tests / Magazine of Concrete Research 61 (9) : 705 ~ 719
2. [보고서] - Hoshikuma, J / 2000 / Flexural behavior of circular hollow columns with a single layer of reinforcement under seismic loading. Report No
3. [학술지(정기간행물)] - Kato, B / 1979 / Mechanical properties of steel under load cycles idealizing seismic action / CEB Bulletin D’Information 131 : 7 ~ 27
4. [학술지(정기간행물)] - Kawashima, K / 2002 / Seismic performance of hollow reinforced concrete arch ribs subjected to cyclic lateral force under varying axial load / Journal of Structural Engineering 48 : 747 ~ 757
5. [학술지(정기간행물)] - Kim, T. -H / 2009 / Seismic performance assessment of reinforced concrete bridge piers with lap splices using shaking table tests / Magazine of Concrete Research 61 (9) : 705 ~ 719
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UCI(KEPA) : I410-ECN-0101-2014-530-002800606