조적채움벽 골조의 내진성능평가를 위한 등가 스트럿모델의 비교연구A Comparison Study of Equivalent Strut Models for Seismic Performance Evaluation of Masonry-Infilled Frame
- Other Titles
- A Comparison Study of Equivalent Strut Models for Seismic Performance Evaluation of Masonry-Infilled Frame
- Authors
- 유은종; 김민재; 정대계
- Issue Date
- Mar-2014
- Publisher
- 한국지진공학회
- Keywords
- Masonry-infilled wall; Equivalent strut model; Seismic performance evaluation
- Citation
- 한국지진공학회논문집, v.18, no.2, pp.79 - 87
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 18
- Number
- 2
- Start Page
- 79
- End Page
- 87
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/160424
- DOI
- 10.5000/EESK.2014.18.2.079
- ISSN
- 1226-525X
- Abstract
- Masonry-infilled walls have been used in reinforced concrete(RC) frame structures as interior and exterior partition walls. Since these walls are considered as nonstructural elements, they were only considered as additional mass. However, infill walls tend to interact with the structure’s overall strength, rigidity, and energy dissipation. Infill walls have been analyzed by finite element method or transposed as equivalent strut model. The equivalent strut model is a typical method to evaluate masonry-infilled structure to avoid the burden of complex finite element model. This study compares different strut models to identify their properties and applicability with regard to the characteristics of the structure and various material models.
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