Development of nonlinear model for slender concrete in-filled steel tube column
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kwak, Hyo-Gyoung | ko |
| dc.contributor.author | Kwak, Ji-Hyun | ko |
| dc.date.accessioned | 2023-07-14T03:00:43Z | - |
| dc.date.available | 2023-07-14T03:00:43Z | - |
| dc.date.created | 2023-07-07 | - |
| dc.date.issued | 2019-06 | - |
| dc.identifier.citation | 17th International Workshop on Intelligent Computing in Engineering, EG-ICE 2010 | - |
| dc.identifier.uri | http://hdl.handle.net/10203/310514 | - |
| dc.description.abstract | Nonlinear analysis model to predict the monotonic force-deformation behaviour of concrete filled steel tube (CFT) column is developed. Geometric nonlinearities caused by the P-Δ effect and the material nonlinearities caused by the cracking of concrete are considered. In addition, the biaxial stress state in a CFT column section is simulated on the basis of a fiber model. An incremental-iterative numerical scheme based on arc-length method is adopted to solve the constructed nonlinear equilibrium equation. Developed model is validated by comparing the corresponding experimental results. | - |
| dc.language | English | - |
| dc.publisher | Nottingham | - |
| dc.title | Development of nonlinear model for slender concrete in-filled steel tube column | - |
| dc.type | Conference | - |
| dc.identifier.scopusid | 2-s2.0-85083946728 | - |
| dc.type.rims | CONF | - |
| dc.citation.publicationname | 17th International Workshop on Intelligent Computing in Engineering, EG-ICE 2010 | - |
| dc.identifier.conferencecountry | UK | - |
| dc.identifier.conferencelocation | Nottingham | - |
| dc.contributor.localauthor | Kwak, Hyo-Gyoung | - |
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