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간략하고 정확한 장방형 각형강관 가새부재 이력거동예측 위한 해석모델

Title
간략하고 정확한 장방형 각형강관 가새부재 이력거동예측 위한 해석모델
Other Titles
Simple and Accurate Analytical Model for Predicting Cyclic Behavior of Rectangular Steel HSS Braces
Author
한상환
Keywords
analytical model; physical theory; parameters; response; cyclic behavior
Issue Date
2017-05
Publisher
한국지진공학회
Citation
한국지진공학회논문집, v. 21, no. 3, page. 145-152
Abstract
The objective of this study is to propose a simple and accurate analytical model for HSS braces. For this purpose, a physical theory model is adopted. Rectangular hollow section steel (HSS) braces are considered in this study. To accurately simulate the cyclic behavior of braces using the physical theory model, empirical equations calculating constituent parameters are implemented on the analytical model, which were proposed in the companion paper. The constituent parameters are cyclic brace growth, cyclic buckling load, and the incidence of local buckling and fracture. The analytical model proposed in this study was verified by comparing actual and simulated cyclic curves of brace specimens. It is observed that the proposed model accurately simulates the cyclic behavior of the braces throughout whole response range.
URI
http://www.eesk-j.or.kr/journal/article.php?code=53118https://repository.hanyang.ac.kr/handle/20.500.11754/114138
ISSN
1226-525X; 2234-1099
DOI
10.5000/EESK.2017.21.3.145
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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간략하고 정확한 장방형 각형강관 가새부재 이력거동 예측 위한 해석모델.pdfDownload
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