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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. Liu, Si-Wei / Ziemian, Ronald D. / Chen, Liang / Chan, Siu-Lai (2018): Bifurcation and large-deflection analyses of thin-walled beam-columns with non-symmetric open-sections. In: Thin-Walled Structures, v. 132 (November 2018).

    https://doi.org/10.1016/j.tws.2018.07.044

  2. Du, Zuo-Lei / Liu, Yao-Peng / He, Jian-Wei / Chan, Siu-Lai (2019): Direct analysis method for noncompact and slender concrete-filled steel tube members. In: Thin-Walled Structures, v. 135 (February 2019).

    https://doi.org/10.1016/j.tws.2018.11.007

  3. Chen, Liang / Liu, Si-Wei / Bai, Rui / Chan, Siu-Lai (2022): Co-Rotational Formulations for Geometrically Nonlinear Analysis of Beam-Columns Including Warping and Wagner Effects. In: International Journal of Structural Stability and Dynamics, v. 23, n. 5 (October 2022).

    https://doi.org/10.1142/s0219455423500529

  4. Chen, Wen-Feng / Liu, Yao-Peng / Du, Zuo-Lei / Bai, Rui / Chan, Siu-Lai (2021): A consistent tapered beam-column element allowing for different variations and initial imperfections. In: Structures, v. 33 (October 2021).

    https://doi.org/10.1016/j.istruc.2021.06.069

  5. Tang, Yi-Qun / Chen, Wen-Feng / Liu, Yao-Peng / Chan, Siu-Lai (2021): Consistent co-rotational framework for Euler-Bernoulli and Timoshenko beam-column elements under distributed member loads. In: Advances in Structural Engineering, v. 24, n. 9 (February 2021).

    https://doi.org/10.1177/1369433220986632

  6. Du, Zuo-Lei / Ding, Zhi-Xia / Liu, Yao-Peng / Chan, Siu-Lai (2019): Advanced flexibility-based beam-column element allowing for shear deformation and initial imperfection for direct analysis. In: Engineering Structures, v. 199 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109586

  7. Abdelrahman, Ahmed Hussain Ali / Liu, Yao-Peng / Chan, Siu-Lai (2020): Advanced joint slip model for single-angle bolted connections considering various effects. In: Advances in Structural Engineering, v. 23, n. 10 (February 2020).

    https://doi.org/10.1177/1369433220906226

  8. Peng, Jui-Lin / Chen, Kuan-Hung / Chan, Siu-Lai / Chen, Wei-Tong (2009): Experimental and Analytical Investigations of Scaffolds With Anchor Rod and Plank. In: International Journal of Structural Stability and Dynamics, v. 9, n. 2 (June 2009).

    https://doi.org/10.1142/s0219455409003041

  9. Li, Tian-Ji / Liu, Si-Wei / Chan, Siu-Lai (2015): Cross-sectional analysis of arbitrary sections allowing for residual stresses. In: Steel and Composite Structures, v. 18, n. 4 (April 2015).

    https://doi.org/10.12989/scs.2015.18.4.985

  10. Ho, Goman Wai-Ming / Chan, Siu-Lai (1993): An accurate and efficient method for large deflection inelastic analysis of frames with semi-rigid connections. In: Journal of Constructional Steel Research, v. 26, n. 2-3 (January 1993).

    https://doi.org/10.1016/0143-974x(93)90035-q

  11. Fong, Man / Cho, Suk-Han / Chan, Siu-Lai (2009): Design of angle trusses by codes and second-order analysis with experimental verification. In: Journal of Constructional Steel Research, v. 65, n. 12 (December 2009).

    https://doi.org/10.1016/j.jcsr.2009.07.001

  12. Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai (2012): Advanced analysis of hybrid steel and concrete frames. In: Journal of Constructional Steel Research, v. 70 (March 2012).

    https://doi.org/10.1016/j.jcsr.2011.09.002

  13. Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai (2012): Advanced analysis of hybrid steel and concrete frames. In: Journal of Constructional Steel Research, v. 70 (March 2012).

    https://doi.org/10.1016/j.jcsr.2011.09.003

  14. Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai (2014): Direct analysis by an arbitrarily-located-plastic-hinge element — Part 1: Planar analysis. In: Journal of Constructional Steel Research, v. 103 (December 2014).

    https://doi.org/10.1016/j.jcsr.2014.07.009

  15. Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai (2014): Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis. In: Journal of Constructional Steel Research, v. 103 (December 2014).

    https://doi.org/10.1016/j.jcsr.2014.07.010

  16. Li, Tian-Ji / Li, Guo-Qiang / Chan, Siu-Lai / Wang, Yan-Bo (2016): Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation. In: Journal of Constructional Steel Research, v. 123 (August 2016).

    https://doi.org/10.1016/j.jcsr.2016.03.026

  17. Li, Tian-Ji / Liu, Si-Wei / Li, Guo-Qiang / Chan, Siu-Lai / Wang, Yan-Bo (2016): Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations. In: Journal of Constructional Steel Research, v. 122 (July 2016).

    https://doi.org/10.1016/j.jcsr.2016.03.027

  18. Liu, Si-Wei / Chan, Tak-Ming / Chan, Siu-Lai / So, Derek Kwok-Leung (2017): Direct analysis of high-strength concrete-filled-tubular columns with circular & octagonal sections. In: Journal of Constructional Steel Research, v. 129 (February 2017).

    https://doi.org/10.1016/j.jcsr.2016.11.023

  19. Bai, Rui / Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai (2019): Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections. In: Engineering Structures, v. 183 (March 2019).

    https://doi.org/10.1016/j.engstruct.2019.01.021

  20. Li, Tian-Ji / Liu, Si-Wei / Chan, Siu-Lai (2015): Direct analysis for high-strength steel frames with explicit-model of residual stresses. In: Engineering Structures, v. 100 (October 2015).

    https://doi.org/10.1016/j.engstruct.2015.06.008

  21. Jiang, Wen-Qiang / Liu, Yao-Peng / Chan, Siu-Lai / Wang, Zhang-Qi (2017): Direct Analysis of an Ultrahigh-Voltage Lattice Transmission Tower Considering Joint Effects. In: Journal of Structural Engineering (ASCE), v. 143, n. 5 (May 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001736

  22. Chan, Siu-Lai / Gu, Jian-Xin (2000): Exact Tangent Stiffness for Imperfect Beam-Column Members. In: Journal of Structural Engineering (ASCE), v. 126, n. 9 (September 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:9(1094)

  23. Teh, Lip H. / Hsiao, Kuo-Mo / White, Donald W. / Ziemian, Ronald D. / Chan, Siu-Lai / Gu, Jian-Xin (2001): Exact Tangent Stiffness for Imperfect Beam-Column Members. In: Journal of Structural Engineering (ASCE), v. 127, n. 12 (December 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:12(1490)

  24. Chan, Siu-Lai / Zhou, Zhi-Hua (2004): Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II: Three Hinges along Member. In: Journal of Structural Engineering (ASCE), v. 130, n. 4 (April 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:4(545)

  25. Zhou, Zhi-Hua / Chan, Siu-Lai (2004): Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. I: One Hinge along Member. In: Journal of Structural Engineering (ASCE), v. 130, n. 4 (April 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:4(538)

  26. Liu, Si-Wei / Bai, Rui / Chan, Siu-Lai (2016): Dynamic Time-history Elastic Analysis of Steel Frames Using One Element per Member. In: Structures, v. 8 (November 2016).

    https://doi.org/10.1016/j.istruc.2016.05.006

  27. Liu, Yao-Peng / Chan, Siu-Lai / Du, Zuo-Lei / He, Jian-Wei (2017): 15.07: Second-order direct analysis of long-span roof structures. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.449

  28. Bai, Rui / Liu, Si-Wei / Chan, Siu-Lai (2017): 15.02: Direct analysis of steel frames with non-prismatic sections via tapered beam-column elements. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.446

  29. Liu, Si-Wei / Liu, Yao-Peng / Chen, Liang / Chan, Siu-Lai (2017): 05.13: Efficient static and dynamic analysis of steel frames by one-element-per-member models. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.154

  30. Du, Zuo-Lei / Liu, Yao-Peng / Chan, Siu-Lai / Tan, Wei-Qi (2017): 05.05: A flexibility-based element for second-order inelastic analysis using plastic hinge method. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.146

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