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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.10 No.1
- 발행연도
- 2016.3
- 수록면
- 99 - 112 (14page)
이용수
초록· 키워드
오류제보하기
During earthquake, reinforced concrete walls show complicated post-yield behavior varying with shear span-to-depth ratio, re-bar detail, and loading condition. In the present study, a macro-model for the nonlinear analysis of multi-story wall structures was developed. To conveniently describe the coupled flexure-compression and shear responses, a reinforced concrete wall was idealized with longitudinal and diagonal uniaxial elements. Simplified cyclic material models were used to describe the cyclic behavior of concrete and re-bars. For verification, the proposed method was applied to various existing test specimens of isolated and coupled walls. The results showed that the predictions agreed well with the test results including the load-carrying capacity, deformation capacity, and failure mode. Further the proposed model was applied to an existing wall structure tested on a shaking table. Three-dimensional nonlinear time history analyses using the proposed model were performed for the test specimen. The time history responses of the proposed method agreed with the test results including the lateral displacements and base shear.
목차
Abstract
1. Introduction
2. Proposed Macro-Model
3. Material Models of Concrete and Re-bar
4. Verification of Proposed Model
5. Summary and Conclusions
References
참고문헌 (39)
참고문헌 신청
[기타자료] - American Society of Civil Engineers / 2000 / Prestandard and commentary for the seismic rehabilitation of buildings / FEMA-356
[기타자료] - American Society of Civil Engineers / 2005 / Improvement of nonlinear static seismic analysis Procedures / FEMA-440
[보고서] - Applied Technology Council / 1996 / Seismic evaluation and retrofit of concrete buildings
[학술지(정기간행물)] - Bentz, E. C. / 2006 / Simplified modified compression field theory for calculating shear strength of reinforced concrete elements / ACI Structural Journal 103 (4) : 614 ~ 624
[보고서] - Chang, G. A. / 1994 / Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part I-Evaluation of Seismic Capacity
[기타자료] - American Society of Civil Engineers / 2005 / Improvement of nonlinear static seismic analysis Procedures / FEMA-440
[보고서] - Applied Technology Council / 1996 / Seismic evaluation and retrofit of concrete buildings
[학술지(정기간행물)] - Bentz, E. C. / 2006 / Simplified modified compression field theory for calculating shear strength of reinforced concrete elements / ACI Structural Journal 103 (4) : 614 ~ 624
[보고서] - Chang, G. A. / 1994 / Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part I-Evaluation of Seismic Capacity
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