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Siu-Lai Chan ORCID

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. 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

  2. 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

  3. 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

  4. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. Peng, Jui-Lin / Chen, Kuan-Hung / Chan, Siu-Lai / Tong Chen, Wei (2009): Experimental and analytical studies on steel scaffolds under eccentric loads. In: Journal of Constructional Steel Research, v. 65, n. 2 (February 2009).

    https://doi.org/10.1016/j.jcsr.2008.03.024

  10. 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

  11. 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

  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. Peng, Jui-Lin / Wu, Chung-Wei / Chan, Siu-Lai / Huang, Chung-Ho (2013): Experimental and numerical studies of practical system scaffolds. In: Journal of Constructional Steel Research, v. 91 (December 2013).

    https://doi.org/10.1016/j.jcsr.2013.07.028

  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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