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Lin-Hai Han ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Ye, Yong / Han, Lin-Hai / Guo, Zi-Xiong (2017): Concrete-filled bimetallic tubes (CFBT) under axial compression: Analytical behaviour. In: Thin-Walled Structures, v. 119 (Oktober 2017).

    https://doi.org/10.1016/j.tws.2017.08.007

  2. Han, Lin-Hai / Lin, Xiao-Kang / Wang, Yong Chang (2006): Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire. In: Thin-Walled Structures, v. 44, n. 10 (Oktober 2006).

    https://doi.org/10.1016/j.tws.2006.10.001

  3. Hou, Chao / Han, Lin-Hai / Zhao, Xiao-Ling (2014): Concrete-filled circular steel tubes subjected to local bearing force: Finite element analysis. In: Thin-Walled Structures, v. 77 (April 2014).

    https://doi.org/10.1016/j.tws.2013.12.006

  4. Li, Wei / Gu, Ying-Zhuo / Han, Lin-Hai / Zhao, Xiao-Ling / Wang, Rui / Nassirnia, Mohammad / Heidarpour, Amin (2019): Behaviour of ultra-high strength steel hollow tubes subjected to low velocity lateral impact: Experiment and finite element analysis. In: Thin-Walled Structures, v. 134 (Januar 2019).

    https://doi.org/10.1016/j.tws.2018.10.026

  5. Ye, Yong / Han, Lin-Hai / Sheehan, Therese / Guo, Zi-Xiong (2016): Concrete-filled bimetallic tubes under axial compression: Experimental investigation. In: Thin-Walled Structures, v. 108 (November 2016).

    https://doi.org/10.1016/j.tws.2016.09.004

  6. Han, Lin-Hai / Hou, Chao / Hua, You-Xing (2020): Concrete-filled steel tubes subjected to axial compression: Life-cycle based performance. In: Journal of Constructional Steel Research, v. 170 (Juli 2020).

    https://doi.org/10.1016/j.jcsr.2020.106063

  7. Han, Lin-Hai / Li, Yong-Jin / Liao, Fei-Yu (2011): Concrete-filled double skin steel tubular (CFDST) columns subjected to long-term sustained loading. In: Thin-Walled Structures, v. 49, n. 12 (Dezember 2011).

    https://doi.org/10.1016/j.tws.2011.08.001

  8. Li, Wei / Ren, Qing-Xin / Han, Lin-Hai / Zhao, Xiao-Ling (2012): Behaviour of tapered concrete-filled double skin steel tubular (CFDST) stub columns. In: Thin-Walled Structures, v. 57 (August 2012).

    https://doi.org/10.1016/j.tws.2012.03.019

  9. Wang, Zhi-Bin / Tao, Zhong / Li, De-Shan / Han, Lin-Hai (2016): Cyclic behaviour of novel blind bolted joints with different stiffening elements. In: Thin-Walled Structures, v. 101 (April 2016).

    https://doi.org/10.1016/j.tws.2016.01.007

  10. Han, Lin-Hai / Tao, Zhong / Huang, Hong / Zhao, Xiao-Ling (2004): Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam-columns. In: Thin-Walled Structures, v. 42, n. 9 (September 2004).

    https://doi.org/10.1016/j.tws.2004.03.017

  11. Yang, You-Fu / Han, Lin-Hai (2006): Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings. In: Steel and Composite Structures, v. 6, n. 3 (Juni 2006).

    https://doi.org/10.12989/scs.2006.6.3.257

  12. Han, Lin-Hai / Yang, You-Fu (2005): Cyclic performance of concrete-filled steel CHS columns under flexural loading. In: Journal of Constructional Steel Research, v. 61, n. 4 (April 2005).

    https://doi.org/10.1016/j.jcsr.2004.10.004

  13. Han, Lin-Hai / Huo, Jing-si / Wang, Yong-Chang (2005): Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire. In: Journal of Constructional Steel Research, v. 61, n. 7 (Juli 2005).

    https://doi.org/10.1016/j.jcsr.2004.12.005

  14. Tao, Zhong / Han, Lin-Hai / Wang, Ling-Ling (2007): Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire. In: Journal of Constructional Steel Research, v. 63, n. 8 (August 2007).

    https://doi.org/10.1016/j.jcsr.2006.09.007

  15. Tao, Zhong / Han, Lin-Hai / Zhuang, Jin-Ping (2008): Cyclic performance of fire-damaged concrete-filled steel tubular beam–columns repaired with CFRP wraps. In: Journal of Constructional Steel Research, v. 64, n. 1 (Januar 2008).

    https://doi.org/10.1016/j.jcsr.2007.02.004

  16. Song, Tian-Yi / Han, Lin-Hai / Yu, Hong-Xia (2010): Concrete filled steel tube stub columns under combined temperature and loading. In: Journal of Constructional Steel Research, v. 66, n. 3 (März 2010).

    https://doi.org/10.1016/j.jcsr.2009.10.010

  17. Hou, Chao / Han, Lin-Hai / Zhao, Xiao-Ling (2013): Concrete-filled circular steel tubes subjected to local bearing force: Experiments. In: Journal of Constructional Steel Research, v. 83 (April 2013).

    https://doi.org/10.1016/j.jcsr.2013.01.008

  18. Han, Lin-Hai / He, Shan-Hu / Zheng, Lian-Qiong / Tao, Zhong (2012): Curved concrete filled steel tubular (CCFST) built-up members under axial compression: Experiments. In: Journal of Constructional Steel Research, v. 74 (Juli 2012).

    https://doi.org/10.1016/j.jcsr.2012.02.008

  19. Han, Lin-Hai / Li, Wei / Bjorhovde, Reidar (2014): Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. In: Journal of Constructional Steel Research, v. 100 (September 2014).

    https://doi.org/10.1016/j.jcsr.2014.04.016

  20. Ren, Qing-Xin / Han, Lin-Hai / Hou, Chao / Tao, Zhong / Li, Shuai (2017): Concrete-encased CFST columns under combined compression and torsion: Experimental investigation. In: Journal of Constructional Steel Research, v. 138 (November 2017).

    https://doi.org/10.1016/j.jcsr.2017.08.016

  21. Tao, Zhong / Song, Tian-Yi / Uy, Brian / Han, Lin-Hai (2016): Bond behavior in concrete-filled steel tubes. In: Journal of Constructional Steel Research, v. 120 (April 2016).

    https://doi.org/10.1016/j.jcsr.2015.12.030

  22. Li, Shuai / Han, Lin-Hai / Hou, Chao (2018): Concrete-encased CFST columns under combined compression and torsion: Analytical behaviour. In: Journal of Constructional Steel Research, v. 144 (Mai 2018).

    https://doi.org/10.1016/j.jcsr.2018.01.020

  23. Hu, Chang-Ming / Han, Lin-Hai / Hou, Chuan-Chuan (2018): Concrete-encased CFST members with circular sections under laterally low velocity impact: Analytical behaviour. In: Journal of Constructional Steel Research, v. 146 (Juli 2018).

    https://doi.org/10.1016/j.jcsr.2018.03.017

  24. Li, Yong-Jin / Han, Lin-Hai / Xu, Wu / Tao, Zhong (2016): Circular concrete-encased concrete-filled steel tube (CFST) stub columns subjected to axial compression. In: Magazine of Concrete Research, v. 68, n. 19 (Oktober 2016).

    https://doi.org/10.1680/jmacr.15.00359

  25. Han, Lin-Hai / Huang, Hong / Tao, Zhong / Zhao, Xiao-Ling (2006): Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending. In: Engineering Structures, v. 28, n. 12 (Oktober 2006).

    https://doi.org/10.1016/j.engstruct.2006.03.004

  26. Han, Lin-Hai / Wang, Wen-Da / Zhao, Xiao-Ling (2008): Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications. In: Engineering Structures, v. 30, n. 6 (Juni 2008).

    https://doi.org/10.1016/j.engstruct.2007.10.018

  27. Han, Lin-Hai / Hua, You-Xing / Hou, Chao / Wang, Qing-Li (2017): Circular Concrete-Filled Steel Tubes Subjected to Coupled Tension and Chloride Corrosion. In: Journal of Structural Engineering (ASCE), v. 143, n. 10 (Oktober 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001874

  28. Zhao, Xiao-Ling / Han, Lin-Hai (2006): Double skin composite construction. In: Progress in Structural Engineering and Materials, v. 8, n. 3 ( 2006).

    https://doi.org/10.1002/pse.216

  29. Han, Lin-Hai / Huo, Jing-si (2003): Concrete-Filled Hollow Structural Steel Columns after Exposure to ISO-834 Fire Standard. In: Journal of Structural Engineering (ASCE), v. 129, n. 1 (Januar 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:1(68)

  30. Song, Tian-Yi / Tao, Zhong / Han, Lin-Hai / Uy, Brian (2017): Bond Behavior of Concrete-Filled Steel Tubes at Elevated Temperatures. In: Journal of Structural Engineering (ASCE), v. 143, n. 11 (November 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001890

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