지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.5 No.1
- 발행연도
- 2011.6
- 수록면
- 57 - 64 (8page)
이용수
초록· 키워드
오류제보하기
An extensive database has been constructed of reinforced concrete (RC) beam-column connection tests subjected to cyclic lateral loading. All cases within the database experienced joint shear failure, either in conjunction with or without yielding of longitudinal beam reinforcement. Using the experimental database, envelope curves of joint shear stress vs. joint shear strain behavior have been created by connecting key points such as cracking, yielding, and peak loading. Various prediction approaches for RC joint shear behavior are discussed using the constructed experimental database. RC joint shear strength and deformation models are first presented using the database in conjunction with a Bayesian parameter estimation method, and then a complete model applicable to the full range of RC joint shear behavior is suggested. An RC joint shear prediction model following a U.S. standard is next summarized and evaluated. Finally, a particular joint shear prediction model using basic joint shear resistance mechanisms is described and for the first time critically assessed.
목차
Abstract
1. Introduction
2. Experimental database
3. Prediction approach using probabilisticmethodology
4. Prediction approach per U.S. referencestandards
5. Prediction approach using basic joint shearresistance mechanisms
6. Conclusions and recommendations
References
참고문헌 (20)
참고문헌 신청
1. [학술지(정기간행물)] - Kim, J. / 2007 / Key Influence Parameters for the Joint Shear Behaviour of Reinforced Concrete (RC) Beam-Column Connections / Engineering Structures 29 (10) : 2523 ~ 2539
2. [학술지(정기간행물)] - Kim, J. / 2007 / A New Statistical Approach for Joint Shear Strength Determination of RC Beam-Column Connections Subjected to Lateral Earthquake Loading / Structural Engineering and Mechanics 27 (4) : 439 ~ 456
3. [보고서] - American Society of Civil Engineers / 2006 / Seismic Rehabilitation of Existing Buildings
4. [보고서] - Federal Emergency Management Agency / 1997 / EHRP Commentary on the Guidelines for the Seismic Rehabilitation of Building
5. [보고서] - Federal Emergency Management Agency / 2000 / Prestandard and Commentary for the Seismic Rehabilitation of Building
2. [학술지(정기간행물)] - Kim, J. / 2007 / A New Statistical Approach for Joint Shear Strength Determination of RC Beam-Column Connections Subjected to Lateral Earthquake Loading / Structural Engineering and Mechanics 27 (4) : 439 ~ 456
3. [보고서] - American Society of Civil Engineers / 2006 / Seismic Rehabilitation of Existing Buildings
4. [보고서] - Federal Emergency Management Agency / 1997 / EHRP Commentary on the Guidelines for the Seismic Rehabilitation of Building
5. [보고서] - Federal Emergency Management Agency / 2000 / Prestandard and Commentary for the Seismic Rehabilitation of Building
이 논문의 저자 정보
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2014-530-002799728