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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2013.1
- 수록면
- 43 - 51 (9page)
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In this paper, analytical models for reinforced concrete shear wall systems designed based on Korean Building Code (KBC2009) are proposed, which have special and semi-special seismic details and are compared with experimental results for a verification of analytical models. In addition, semi-special seismic details aimed to improve constructability and enhance economic efficiency were proposed and evaluated. The analytical models were performed based on nonlinear static and dynamic analysis. Through the nonlinear analyses, two seismic details showed the similar seismic behavior from the cyclic test and the analytical models for the two different seismic details represented the behavior in terms of the initial stiffness, maximum strength and strength degradation. And newly proposed seismic details(semi-special) provided with similar hysterestic behavior as well as the maximum drift.
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참고문헌 (14)
참고문헌 신청
/ 2008 / Building Code Requirements for Structural Concrete and Commentary. ACI318-08 / American Concrete Institute
Architectural Institute of Korea / 2009 / Korean building code and commentary
Computers and Structures, Inc / 2006 / Components and Elements for PERFORM 3D and PERFORM-Collapse ver 4
Computers and Structures, Inc / 2006 / PERFORM USER GUIDE ver 4
John W, Wallace / 2006 / Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled-Shear-Flexural Responses
Architectural Institute of Korea / 2009 / Korean building code and commentary
Computers and Structures, Inc / 2006 / Components and Elements for PERFORM 3D and PERFORM-Collapse ver 4
Computers and Structures, Inc / 2006 / PERFORM USER GUIDE ver 4
John W, Wallace / 2006 / Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled-Shear-Flexural Responses
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