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초대형 대각가새 구조의 건물 높이에 따른 반응수정계수 평가Evaluation of the Response Modification Factor for the Height of Diagrid Structure
- Other Titles
- Evaluation of the Response Modification Factor for the Height of Diagrid Structure
- Issue Date
- 2009
- Publisher
- 대한건축학회
- Keywords
- 초대형 대각가새 시스템; 반응수정계수; 비선형 정적해석; Diagrid System; Response Modification Factors; Nonlinear Analysis
- Citation
- 대한건축학회논문집 구조계, v.25, no.05, pp.11 - 18
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 25
- Number
- 05
- Start Page
- 11
- End Page
- 18
- ISSN
- 1226-9107
- Abstract
- As number of the buildings increases, it shows new trends such as twisted, tilted, taperer shape. As a structural solution for the new trend buildings, diagonal grid (Diagrid) structural system was developed. Since the diagrid system is a new one, there is no reliable response modification factor in the codes available. Therefore, that of the braced frame is used for diagrid system. The purpose of this study is to evaluate the value of response modification factor for diagrid structural system. The parameters are the building heights from 4 stories to 36 stories and nonlinear static analyses was used to find the behaviour of the diagrid system. As a result, the response modification factor of the diagrid was proposed based on the pushover analysis.
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