| Improved design of extended end-plate connection allowing for prying effects R Bai, SL Chan, JP Hao Journal of Constructional Steel Research 113, 13-27, 2015 | 37 | 2015 |
| Second-order direct analysis of domelike structures consisting of tapered members with I-sections SW Liu, R Bai, SL Chan, YP Liu Journal of Structural Engineering 142 (5), 04016009, 2016 | 33 | 2016 |
| Second-order analysis of non-prismatic steel members by tapered beam–column elements SW Liu, R Bai, SL Chan Structures 6, 108-118, 2016 | 28 | 2016 |
| Dynamic time-history elastic analysis of steel frames using one element per member SW Liu, R Bai, SL Chan Structures 8, 300-309, 2016 | 25 | 2016 |
| Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads L Tian, J He, C Zhang, R Bai Journal of Constructional Steel Research 176, 106433, 2021 | 23 | 2021 |
| Mechanical behavior of self‐stressing steel slag aggregate concrete filled steel tubular stub columns F Yu, Y Fang, Y Zhang, L Xu, R Bai Structural concrete 21 (4), 1597-1611, 2020 | 22 | 2020 |
| Finite-element implementation for nonlinear static and dynamic frame analysis of tapered members R Bai, SW Liu, SL Chan Engineering Structures 172, 358-381, 2018 | 22 | 2018 |
| Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections R Bai, SW Liu, YP Liu, SL Chan Engineering Structures 183, 907-921, 2019 | 21 | 2019 |
| A mixed-field Timoshenko beam-column element for direct analysis of tapered I-sections members R Bai, JF Hajjar, SW Liu, SL Chan Journal of Constructional Steel Research 172, 106157, 2020 | 16 | 2020 |
| Modal and elastic time-history analysis of frames with tapered sections by non-prismatic elements R Bai, SW Liu, SL Chan International Journal of Structural Stability and Dynamics 18 (09), 1850106, 2018 | 15 | 2018 |
| Dynamic behavior of progressive collapse of long-span single-layer spatial grid structures L Tian, J Wei, R Bai, X Zhang Journal of performance of constructed facilities 35 (2), 04021002, 2021 | 9 | 2021 |
| A simplified model for crack width prediction of flexural-strengthened high pre-damaged beams with CFRP sheet F Yu, Y Fang, H Zhou, R Bai, C Xie KSCE Journal of Civil Engineering 24 (12), 3746-3764, 2020 | 9 | 2020 |
| Flexural buckling strength of tapered-I-section steel columns based on ANSI/AISC-360-16 R Bai, SW Liu, SL Chan, F Yu International Journal of Structural Stability and Dynamics 19 (11), 1950134, 2019 | 7 | 2019 |
| Curved-quartic-function elements with end-springs in series for direct analysis of steel frames SW Liu, JLY Chan, R Bai, SL Chan Steel and Composite Structures, An International Journal 29 (5), 623-633, 2018 | 7 | 2018 |
| Non-linear behavior and design of steel structures: Review and outlook ZJ Zhang, BS Chen, R Bai, YP Liu Buildings 13 (8), 2111, 2023 | 5 | 2023 |
| Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method R Bai, WL Gao, SW Liu, SL Chan Structures 24, 542-552, 2020 | 5 | 2020 |
| Innovative Timoshenko soil-pile integrated element for lager diameter laterally-loaded piles considering soil-pile interactions XY Li, HP Zhao, SW Liu, JH Wan, R Bai Computers and Geotechnics 152, 105020, 2022 | 4 | 2022 |
| A consistent tapered beam-column element allowing for different variations and initial imperfections WF Chen, YP Liu, ZL Du, R Bai, SL Chan Structures 33, 3443-3460, 2021 | 4 | 2021 |
| 螺栓撬力修正计算方法 白睿， 郝际平， 田黎敏， 黄育琪， 崔阳阳 建筑结构 43 (9), 88-91, 2013 | 4 | 2013 |
| Co-rotational formulations for geometrically nonlinear analysis of beam-columns including warping and Wagner effects L Chen, SW Liu, R Bai, SL Chan International Journal of Structural Stability and Dynamics 23 (05), 2350052, 2023 | 3 | 2023 |
