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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. An, Yu-Feng / Han, Lin-Hai / Zhao, Xiao-Ling (2012): Behaviour and design calculations on very slender thin-walled CFST columns. In: Thin-Walled Structures, v. 53 (April 2012).

    https://doi.org/10.1016/j.tws.2012.01.011

  2. Han, Lin-Hai / An, Yu-Feng / Roeder, Charles / Ren, Qing-Xin (2015): Performance of concrete-encased CFST box members under bending. In: Journal of Constructional Steel Research, v. 106 (March 2015).

    https://doi.org/10.1016/j.jcsr.2014.12.011

  3. Han, Lin-Hai / An, Yu-Feng (2014): Performance of concrete-encased CFST stub columns under axial compression. In: Journal of Constructional Steel Research, v. 93 (February 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.019

  4. An, Yu-Feng / Han, Lin-Hai (2014): Behaviour of concrete-encased CFST columns under combined compression and bending. In: Journal of Constructional Steel Research, v. 101 (October 2014).

    https://doi.org/10.1016/j.jcsr.2014.06.002

  5. An, Yu-Feng / Han, Lin-Hai / Zhao, Xiao-Ling (2014): Analytical behaviour of eccentrically loaded concrete-encased CFST box columns. In: Magazine of Concrete Research, v. 66, n. 15 (August 2014).

    https://doi.org/10.1680/macr.13.00330

  6. An, Yu-Feng / Han, Lin-Hai / Roeder, Charles (2014): Flexural performance of concrete-encased concrete-filled steel tubes. In: Magazine of Concrete Research, v. 66, n. 5 (March 2014).

    https://doi.org/10.1680/macr.13.00268

  7. An, Yu-Feng / Han, Lin-Hai / Zhao, Xiao-Ling (2013): Experimental behaviour of box concrete-encased CFST eccentrically loaded column. In: Magazine of Concrete Research, v. 65, n. 20 (October 2013).

    https://doi.org/10.1680/macr.13.00067

  8. An, Yu-Feng / Han, Lin-Hai / Roeder, Charles (2015): Performance of concrete-encased CFST box stub columns under axial compression. In: Structures, v. 3 (August 2015).

    https://doi.org/10.1016/j.istruc.2015.05.001

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