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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.13 No.2
- 발행연도
- 2019.2
- 수록면
- 255 - 267 (13page)
이용수
초록· 키워드
오류제보하기
A new lateral force-resisting structural system for concrete high-rise buildings, distributed belt wall system, is proposed. Unlike conventional belt structures, the belt walls infilling the space between perimeter columns are distributed separately along the overall building height. In this study, the force transfer mechanism and performance of the distributed belt walls, acting as virtual outriggers under lateral load, are investigated. For the reinforcement of the belt walls subjected to high shear demand, a reinforcing method using high-strength prestressing strands (i.e. PSC belt wall) is suggested, and the shear strength of the PSC belt walls is estimated based on the compression field theory. By performing nonlinear finite element analysis, the shear behavior of the PSC belt walls, including cracking and yield strengths, is investigated in detail. Based on these investigations, recommendations for the shear design of the belt walls reinforced by high-strength prestressing strands are given.
목차
Abstract
1 Introduction
2 Distributed Belt Wall Structure System
3 Shear Strength of Belt Walls
4 Nonlinear Finite Element Analysis
5 Design Recommendation
6 Summary and Conclusions
참고문헌 (15)
참고문헌 신청
ACI Committee 318. (2014). Building code requirements for structural concrete (ACI 318-14) and commentary. Farmington Hills, MI: American Concrete Institute.
Choi, H. S., & Joseph, L. (2012). Outrigger system design considerations. International Journal of High-Rise Buildings, 1(3), 237?246.
Collins, M. P., & Mitchell, D. (1980). Design proposals for shear and torsion. Journal of the Prestressed Concrete Institute, 25(5), 70.
Dean, B., Martin, O., Emery, D., & Chancellor, P. (2001). Tall building design innovations in Australia. In Tall buildings and urban habitat, cities in the third millennium, 6th world congress of the council on tall buildings and urban habitat (pp. 393?394). Melbourne: Planning and Architecture.
Eom, T.-S., Hwang, I.-H., Lee, S.-J., & Park, T.-W. (2018). Failure mode and shear strength of nonprestressed hollow-core slabs in one-way shear. ACI Structural Journal, 115(4), 1131?1141.
Choi, H. S., & Joseph, L. (2012). Outrigger system design considerations. International Journal of High-Rise Buildings, 1(3), 237?246.
Collins, M. P., & Mitchell, D. (1980). Design proposals for shear and torsion. Journal of the Prestressed Concrete Institute, 25(5), 70.
Dean, B., Martin, O., Emery, D., & Chancellor, P. (2001). Tall building design innovations in Australia. In Tall buildings and urban habitat, cities in the third millennium, 6th world congress of the council on tall buildings and urban habitat (pp. 393?394). Melbourne: Planning and Architecture.
Eom, T.-S., Hwang, I.-H., Lee, S.-J., & Park, T.-W. (2018). Failure mode and shear strength of nonprestressed hollow-core slabs in one-way shear. ACI Structural Journal, 115(4), 1131?1141.
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