研究方向：

钢结构稳定性，结构高等分析方法

ResearchGate 

教育经历：

2015-2018，香港理工大学，结构工程，博士

2011-2013，西安建筑科技大学，结构工程，硕士

2006-2010，西安建筑科技大学，结构工程，学士

工作经历：

2021-今，    3499cc拉斯维加斯，3499cc拉斯维加斯，副教授

2018-2021，香港理工大学，土木及环境工程学系，副研究员

2013-2015，香港理工大学，土木及环境工程学系，助理研究员

论文著作：

  1. Tian L M, Wei J P, Bai R, Zhang X C. Dynamic Behavior of Progressive Collapse of Long-Span Single-Layer Spatial Grid Structures[J]. Journal of Performance of Constructed Facilities, 2021, 35(2):04021002.
  2. Tian L M, He J X, Zhang C B, Bai R. Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads [J]. Journal of Constructional Steel Research, 2021, 176, 106433.
    Chen, L., Liu, S. W., Bai R, Chan, S. L. (2022). Co-Rotational Formulations for Geometrically Nonlinear Analysis of Beam-Columns Including Warping and Wagner Effects. International Journal of Structural Stability and Dynamics, 2350052.
  3. Bai R, Hajjar J F, Liu S W, Chan S L. A mixed-field Timoshenko beam-column element for direct analysis of tapered I-sections members[J]. Journal of Constructional Steel Research, 2020, 172:106157.
  4. Bai R, Gao W L, Liu S W, Chan S L. Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method[J]. Structures, 2020, 24:542-552.
  5. Bai R, Liu S W, Liu Y P, Chan S L. Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections[J]. Engineering Structures, 2019, 183(15):907-921.
  6. Bai R, Liu S W, Chan S L, Yu F. Flexural Buckling Strength of Tapered-I-Section Steel Columns based on ANSI/AISC-360-16[J]. International Journal of Structural Stability and Dynamics, 2019, 19(11):1950134.
  7. Bai R, Liu S W, Chan S L. Finite-element implementation for nonlinear static and dynamic frame analysis of tapered members[J]. Engineering Structures, 2018,172: 358-381.
  8. Bai R, Liu S W, Chan S L. Modal and Elastic Time-History Analysis of Frames with Tapered Sections by Non-Prismatic Elements[J]. International Journal of Structural Stability and Dynamics, 2018, 18(09):1850106.
  9. Liu S W, Chan J, Bai R, Chan S L. Curved-quartic-function elements with end-springs in series for direct analysis of steel frames[J]. Steel and Composite Structures, 2018, 29(5):623-633.
  10. Liu S W, Bai R, Chan S L. Second-order analysis of non-prismatic steel members by tapered beam-column elements[J]. Structures, 2016, 6:108-118.
  11. Liu S W, Bai R, Chan S L. Dynamic Time-history Elastic Analysis of Steel Frames Using One Element per Member[J]. Structures, 2016:300-309.
  12. Liu S W, Bai R, Chan S L, Liu Y P. Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections[J]. Journal of Structural Engineering, 2016, 142(5):04016009.
  13. 刘耀鹏, 张紫娟, 白睿, 陈绍礼. 使用无形变单元的复杂钢结构施工分析方法[J].建筑钢结构进展, 2022, 24(04): 92-100.
  14. 白睿, 刘思威, 刘耀鹏, 陈绍礼. 工字形变截面构件直接分析法的理论及应用[J]. 建筑结构, 2019, 49(16), 65-71.

会议报告：

  1. Bai, R., Liu Y. P., Chan S. L., Strengthening design of overhead travelling crane by second-order direct analysis. ICASS' 2020, Chengdu, China, August, 21-23, 2022.
  2. Bai, R., Liu, S. W., Zhao, L & Chan, S. L. (2018). Critical initial geometric imperfection and advanced beam column element for direct analysis method of tapered I-sections. Ninth International Conference on Advances in Steel Structures, Hong Kong, China, December 5-7, 2018.
  3. Bai, R., Liu, S. W. & Chan, S. L. (2017). Direct analysis of steel frames with non‐prismatic sections via tapered beam‐column element. EUROSTEEL 2017, 1(2-3), 900-3909, Copenhagen, Denmark, September 13-15, 2017.
  4. Bai, R., Liu, S. W. & Chan, S. L. (2016). An efficient simulation-based design technique for tapered members via analytical Euler-Bernoulli elements. 8th International Conference on Steel and Aluminum Structures, Hong Kong, China, December 7-9, 2016