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doi:10.3850/978-981-08-6218-3_CC-Th017

Extended Abstract       Final Paper PDF

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BEHAVIOR OF CIRCULAR CONCRETE FILLED STEEL TUBULAR(CFST) COLUMN USING HIGH STRENGTH STEEL AND CONCRETE UNDER ECCENTRIC LOADING

Seong-Hui Lee^1,a, Sun-Hee Kim^1,b, Yong-Hwan Choi^1,c, Brian Uy² and Sung-Mo Choi^1,d

¹Department of Architectual Engineering, University of Seoul, Seoul, Korea.
^alsh@uos.ac.kr
^bsun@uos.ac.kr
^cchoi4u@gmail.com
^dsmc@uos.ac.kr
²School of Engineering, University of Western Sydney, Penrith, Australia.
b.uy@uws.edu.au

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