| contributor author | Han Lin-Hai;Song Tian-Yi;Zhou Kan;Cui Zhi-Qiang | |
| date accessioned | 2019-02-26T07:34:58Z | |
| date available | 2019-02-26T07:34:58Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29ST.1943-541X.0002168.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4248050 | |
| description abstract | This paper investigates the fire performance of concrete-filled steel tubular (CFST) triple-limb laced columns. Six CFST triple-limb laced columns are tested to measure their fire resistance. The influence of column load ratio and steel type on fire resistance are investigated. For comparison, four CFST single-limb columns in fire are tested. The test results indicate that the three CFST chords in CFST triple-limb laced columns can work together very well in fire because of the binding effect provided by the steel lacing tubes. Finite-element analysis (FEA) models are developed to simulate the CFST triple-limb laced columns in fire. The mechanical behavior, including failure modes, deformation, and load distribution, are discussed. Parametric analysis based on the established FEA model is conducted, and a simplified equation is proposed to predict the fire resistance of CFST triple-limb laced columns. | |
| publisher | American Society of Civil Engineers | |
| title | Fire Performance of CFST Triple-Limb Laced Columns | |
| type | Journal Paper | |
| journal volume | 144 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0002168 | |
| page | 4018157 | |
| tree | Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 009 | |
| contenttype | Fulltext | |
