Computationally Efficient and Accurate Simulation of Cyclic Behavior for Rectangular HSS Braces
- Title
- Computationally Efficient and Accurate Simulation of Cyclic Behavior for Rectangular HSS Braces
- Author
- 한상환
- Keywords
- Cyclic behavior; Brace; Numerical model; Hollow structural section; Local buckling; Fracture; Regression
- Issue Date
- 2018-11
- Publisher
- KOREAN SOC STEEL CONSTRUCTION-KSSC
- Citation
- INTERNATIONAL JOURNAL OF STEEL STRUCTURES, v. 18, no. 4, page. 1125-1138, Special no. SI
- Abstract
- During earthquakes, braces behave in complex manners because of the asymmetric response nature of their responses in tension and compression. Hollow structural sections (HSS) have been popularly used for braces due to their sectional efficiency in compression. The purpose of this study is to accurately simulate the cyclic behavior of rectangular HSS braces using a computationally efficient numerical model. A conceptually efficient and simple physical theory model is used as a basis model. To improve the accuracy of the model, cyclic beam growth and buckling load, as well as the incidences of local buckling and brace fracture are estimated using empirical equations obtained from regression analyses using test data on rectangular HSS braces. The accuracy of the proposed model is verified by comparing actual and simulated cyclic curves of brace specimens with various slenderness and width-to-thickness ratios.
- URI
- https://link.springer.com/article/10.1007%2Fs13296-018-0071-5https://repository.hanyang.ac.kr/handle/20.500.11754/120706
- ISSN
- 1598-2351; 2093-6311
- DOI
- 10.1007/s13296-018-0071-5
- Appears in Collections:
- COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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