个人简介

姓 名： 回 忆
性 别： 　男
出生年月： 1985.5
职 称: 研究员，博士生导师(重庆大学“****”****)
教育经历
2002.9～2006.7 北京航空航天大学土木工程系 学士；
2006.9～2008.7 北京交通大学土木建筑工程学院 硕士；
2009.9～2012.9 (日本)東京工芸大学建筑学与风工学专攻 博士；
工作履历
2008.7～2009.7 中船建筑设计研究院 结构设计，助理工程师；
2013.7～2017.11 湖南大学 土木学院，助理教授；
2017.11～2018.7 湖南大学 土木学院，副教授；
2018.8～ 重庆大学 土木学院，研究员；




研究方向
(1) 高耸结构和大跨度桥梁的非线性动力参数识别以及系统建模
(2) 高层建筑风荷载的气动外形优化，以及高层建筑周边行人风环境优化
(3) 悬索桥、建筑结构的非线性动力学分析

主讲课程
《材料力学》(I)

学术兼职
《动力学与控制学报》青年编委
多个国际期刊审稿人

主要成果
承担课题
国家自然科学基金，青年基金(**). 2015-2017, 基于强/台风实测与风洞实验的高层建筑群风场特性研究，课题负责人。
湖南省高校创新平台开放基金. 2016-2018，建筑/桥梁围护结构极值风荷载的估计方法及研究，课题负责人。
国家自然科学基金，面上基金(**). 2021-2024, 基于表面附属构造的高层建筑外形气动优化研究，课题负责人。
国家重点研发计划，京张高铁智能化服务关键技术与示范(2020YFF**)，面向冬奥的京张高铁配套视觉全方案设计技术师范，子课题负责人。
期刊论文(一作或通讯)
26. Xu, L., Hui, Y.*, Zhu, W., Hua, X., 2021. Three-to-one internal resonance analysis for a suspension bridge with spatial cable through a continuum model. Eur. J. Mech. A/Solids. 90, 104354.
25. Liu, J., Hui, Y.*, Wang, J., Yang, Q., 2021. LES study of windward-face-mounted-ribs’ effects on flow fields and aerodynamic forces on a square cylinder. Build. Environ. 200, 107950.
24. Xu, L., Hui, Y.*, Yang, Q., Chen, Z., Law, S., 2022. Modeling and modal analysis of suspension bridge based on continual formula method. Mech. Sys. Signal Process. 162, 107855.
23. Liu, J., Hui, Y.*, Yang, Q., Tamura, Y., 2021. Flow field investigation for aerodynamic effects of surface mounted ribs on square-sectioned high-rise buildings. J. Wind Eng. Ind. Aerodyn. 211, 104551.
22. 袁珂, 张小平, 回忆*, 陈政清, 2020. 附属物对高层建筑局部风压的影响规律研究. 振动与冲击, 39(7):202-208.
21. Hui, Y.*, Law, S.S., Zhu, W.D., Wang, Q., 2021. Internal resonance of structure with hysteretic base-isolation and its application for seismic mitigation. Eng. Struct. 229, 111643.
20. Hui, Y.*, Law, S.S., Zhu, W.D., 2021. Efficient algorithm for the dynamic analysis of large civil structures with a small number of nonlinear components. Mech. Sys. Signal Process. 152, 107480.
19. Wang, J.X., Yang, Q.S., Hui, Y.*, 2021. Comparisons of design wind pressures on roof-mounted solar arrays between wind tunnel tests and codes and standards. Adv. Struct. Eng. 24(4), 653–666.
18. Yang, Q.S., Liu, Z.H., Hui, Y.*, Li, Z.N., 2020. Modification of aerodynamic force characteristics on high-rise buildings with arrangement of vertical plates. J. Wind Eng. Ind. Aerodyn. 200, 104155.
17. Hui, Y.*, Law, S.S., Zhu, W., Yang, Q.S., 2020. Extended IHB method for dynamic analysis of structures with geometrical and material non-linearities. Eng. Struct. 205, 110084.
16. Song, Z.L., Hui, Y.*, Law, S.S., Chen, Z.Q., Shao, Z.Y., 2019. Non-linear aerodynamic load and parameters estimation for a SDOF wind-structure coupling system in wind tunnel test. Eng. Struct. 197, 109385.
15. Hui, Y., Yuan K.*, Chen, Z.Q., Yang, Q.S., 2019. Characteristics of aerodynamic forces on high-rise buildings with various fa?ade appurtenances. J. Wind Eng. Ind. Aerodyn. 191, 76–90.
14. Hui, Y., Kang, H.J., Law, S.S.*, Hua, X.G., 2019. Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model. Engineering Structures 185, 377–391.
13. Hui, Y.*, Law, S.S., Liu, M., Li, S.Y., 2018. Parameter and Aerodynamic Force Identification of a SDoF System in Wind Tunnel Test. J. Eng. Mech.(ASCE)
12. Yuan, K., Hui, Y.*, Chen, Z.Q., 2018. Effects of facade appurtenances on the local pressure of high-rise building. J. Wind Eng. Ind. Aerodyn. 178, 26-37.
11. Hui, Y., Kang, H.J.*, Law, S.S., Chen, Z.Q., 2018. Analysis on two types of internal resonance of a suspended bridge structure with inclined main cables based on its sectional model. European Journal of Mechanics / A Solids 72, 135-147.(2.881)
10. Hui, Y.*, Kang, H.J., Law, S.S., Chen, Z.Q., 2018. Modeling and Nonlinear dynamic analysis of cable-supported bridge with inclined main cables. Engineering Structures 156, 351-362. (影响因子2.755)
9. Hui, Y.*, Tamura, Y., and Yang, Q.S., 2017. Estimation of extreme wind load on structures and claddings. J. Eng. Mech.(ASCE) 143(9), **. (影响因子1.799)
8. Hui, Y.*, Tamura, Y., and Yang, Q.S., 2017. Analysis of interference effects on torsional moment between two high-rise buildings based on pressure and flow field measurement. J. Wind Eng. Ind. Aerodyn. 164, 54-68.
7. Hui, Y.*, Li, B., Kawai, H., and Yang, Q.S., 2017. Non-stationary and non-Gaussian Characteristics of wind speeds. Wind and structures 24(1), 59-78. (影响因子1.247)
6. Hui, Y., Law, S.S.*, and Ku, C.J., 2017. Structural damage detection based on covariance of covariance matrix with general white noise excitation. Journal of Sound and vibration. 389, 168-182.
5. Hui, Y.*, Tamura, Y., Yang, Q.S., and Li, Z.N., 2016. Simulation of r Highest-Order Extreme Values of Correlated Random Process. Journal of Engineering Mechanics (ASCE). 142(1), **.
4. Hui, Y.*, Yang, Q.S., and Li, Z.N., 2014. An alternative method for estimation of annual extreme wind speed. Wind and Structures.19(2), 169-184.
3. Hui, Y.*, Tamura, Y., Yoshida, A., and Kikuchi, H., 2013. Pressure and flow field investigation of interference effects on external pressures between high-rise buildings. J. Wind Eng. Ind. Aerodyn. 115, 150-161.
2. Hui, Y.*, Yoshida, A., and Tamura, Y., 2013. Interference effects between two rectangular-section high-rise buildings on local peak pressure coefficients. J. Fluid Strurct. 37, 120-133.
1. Hui, Y.*, Tamura, Y. and Yoshida, A., 2012. Mutual interference effects between two high-rise building models with different shapes on local peak pressure coefficients. J. Wind Eng. Ind. Aerodyn. 104-106, 98-108.
期刊论文（其他）
6. Yang, Q.S.*, Xu, L., Hui, Y., Li, H.H., Qin, J.W., 2020. Modeling of wedge-pin joint for the dynamic analysis of a planar temporary demountable structure. Adv. Struct. Eng. https://doi.org/10.1177/**71734
5. Yan, B.W., Li, K., Li, S.P., Qian, G.W., Hui, Y., 2020. Short-Term Response of a Bridge-Winglet Sectional Model under Active Flutter Control. Int. J. Struct. Stab. Dyn. 20(8), **.
4. Yang, Q.S.*, Li, D.Y., Hui, Y., Law, S.S., 2020. Estimation of extreme wind pressure coefficient in a zone by multivariate extreme value theory. Wind Strut. 31, 197-207.
3. Li, S.Y., Liu, M., Li, H.X, Hui, Y., Chen, Z.Q., 2017. Effects of structural damping on wind-induced responses of a 243-meter-high solar tower based on a novel elastic test model. J. Wind Eng. Ind. Aerodyn. 172, 1-11.
2. Zhou, Q., Li, Z.N., Wu, H.H., Kuang, R., Hui, Y., 2015. Wind pressure distribution on trough concentrator and fluctuating wind pressure characteristics. Solar Energy, 120, 464-478. (影响因子4.018)
1. 罗叠峰, 李正农, 回忆, 2014. 海边三栋相邻高层建筑顶部台风风场的实测分析.建筑结构学报.35(12),133-139.

获奖情况
2009～2012 Global center of Excellence 奖学金

研究生培养
每年三名硕士研究生，一到两名博士研究生

联系方式
alihui@cqu.edu.cn