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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.11 No.2
- 발행연도
- 2017.6
- 수록면
- 275 - 284 (10page)
이용수
초록· 키워드
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A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in height, with varied amounts of reinforcement in the reinforced concrete coupling beams and walls, subjected to first-mode pushover analysis. An example illustrates the application of these estimates to the performance-based seismic design of coupled walls.
목차
Abstract
1. Introduction
2. Behavioral Assumptions for Coupled Walls
3. Numerical Study of Coupled Walls
4. Example of Seismic Design Based on an Estimated Yield Displacement
5. Conclusions
References
참고문헌 (15)
참고문헌 신청
Aschheim, M. A. (2000). The primacy of the yield displacement in seismic design. In Second US?Japan workshop on performance based design of reinforced concrete buildings, Sapporo, Japan, September 10?12, 2000.
Aschheim, M. A., & Black, E. F. (2000). Yield Point Spectra for seismic design and rehabilitation. Earthquake Spectra, EERI, 16(2), 317?335.
Eurocode 2 (2002, July). Design of concrete structures?Part 1: General rules and rules for buildings. prEN 1992-1-1. Brussels: European Committee for Standardization.
Eurocode 8 (2004, April). Design of structures for earthquake resistance?Part 1: General rules, seismic actions and rules for buildings. EN1998-1. Brussels: European Committee for Standardization.
Herna´ndez-Montes, E., & Aschheim, M. (2003). Estimates of the yield curvature for design of reinforced concrete columns. Magazine of Concrete Research, 55(4), 373?383.
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