胡书领，东南大学土木工程学院上岗研究员，博士生导师，欧盟玛丽居里学者，德国洪堡学者，日本学术振兴会（JSPS）外国人特别研究员，入选2024年斯坦福全球前2%顶尖科学家榜单。同济大学博士、加拿大英属哥伦比亚大学联合培养博士。博士毕业后先后在香港理工大学、日本京都大学、德国汉诺威莱布尼兹大学从事研究工作。基于多年的持续研究，本人已在抗震韧性钢结构体系抗震韧性机理的揭示、抗震性态调控设计和韧性评估理论的建立方面取得了有创新性、有特色的研究成果，对于发展“抗倒塌到震后功能可恢复机理”、“构件静力到体系动力智能设计”和“地震易损性到全寿命周期效益评估”的基础理论有重要科学意义，受到了国内外同行的充分肯定。

详情见谷歌学术主页：https://scholar.google.com.hk/citations?user=aevz4k8AAAAJ&hl=zh-CN&authuser=1

SCI期刊论文（共55篇，其中一作/通讯50篇）

1. [1]    Shuling Hu, & Ruibin Zhang*. (2025). Seismic risk assessment of partially self-centering braced frames designed with multiple-objective-based method.Engineering Structures,322, 118981.DOI: 10.1016/j.engstruct.2024.118981.

2. [2]    Qiu, C., Sun, S., Shuling Hu*, Du, X., & Liu, H. (2024). Earthquake induced peak floor accelerations in self-centering frames with large ‘post-yield’stiffness ratios.Journal of Constructional Steel Research,223, 109073.DOI: 10.1016/j.jcsr.2024.109073.

3. [3]    Shuling Hu, Ke Ke*, & M. Shahria Alam. (2024). A novel seismic risk estimation methodology for steel frames with viscoelastic dampers considering temperature variabilities.Journal of Building Engineering, 110895.DOI: 10.1016/j.jobe.2024.110895.

4. [4]    Hou, Z., Shuling Hu*, & Wang, W. (2024). Interpretable machine learning models for predicting probabilistic axial buckling strength of steel circular hollow section members considering discreteness of geometries and material.Advances in Structural Engineering, 13694332241289175.DOI:10.1177/13694332241289175.

5. [5]    Shuling Hu, Qu, B., Qiu, C., & Zhang, R. (2024). Probabilistic evaluation of spectral acceleration demands on light secondary systems supported by partially self-centering structures.Engineering Structures,315, 118474.DOI: 10.1016/j.engstruct.2024.118474.

6. [6]    Dai, C., Shuling Hu*, & Wang, W. (2024). Self-centering dual rocking core system with viscous dampers in additional rocking sections.Soil Dynamics and Earthquake Engineering,183, 108813.DOI: 10.1016/j.soildyn.2024.108813.

7. [7]    Ghasemi, S., Hosseini, M., Shuling Hu*, & Shahram, A. (2024). Seismic isolation strategy via controlled soft first story with innovative multi-stage yielding damper: Experimental and numerical insights. Structures, 70:107553.DOI: 10.1016/j.istruc.2024.107553.

8. [8]    Dai, C., Shuling Hu*, & Wang, W. (2024). Self-centering multiple rocking core systems for mitigating higher mode effects.Journal of Building Engineering, 109893.DOI: 10.1016/j.jobe.2024.109893.

9. [9]    Shuling Hu, Yuji Koetaka, Zhipeng Chen*, Songye Zhu, & M. Shahria Alam. (2024). Hybrid self-centering braces with NiTi-SMA U-shaped and frequency-dependent viscoelastic dampers for structural and nonstructural damage control.Engineering Structures, 308, 117920.DOI: 10.1016/j.engstruct.2024.117920.（ESI高被引论文）

10. [10]Shuling Hu, Xuhong Zhou, Ke Ke*, M. Shahria Alam, & Taotao Shi. (2024). Post-earthquake repairability-based methodology for enhancing steel MRFs using self-centering beam-to-column connections. Engineering Structures, 308, 117898.DOI: 10.1016/j.engstruct.2024.117898.（ESI高被引论文）

11. [11]Zhipeng Chen, Shuling Hu*, Songye Zhu, & Bin Wang. (2024). Development of novel two-level SMA-based self-centring steel columns for seismic resilience. Journal of Constructional Steel Research, 217, 108629. DOI: 10.1016/j.jcsr.2024.108629.

12. [12]Shuling Hu, Ruibin Zhang, M. Shahria Alam, & Zhenghao Ding. (2024). Post-earthquake repairability enhancement of BRBFs considering isotropic hardening with self-centering braces. Journal of Constructional Steel Research, 217, 108638. DOI: 10.1016/j.jcsr.2024.108638.

13. [13]Ruibin Zhang, & Shuling Hu*. (2024). Optimal design of self-centering braced frames with limited self-centering braces. Journal of Building Engineering, 109201. DOI: 10.1016/j.jobe.2024.109201.（ESI高被引论文，热点论文）

14. [14]Ke Ke, Xuhong Zhou, Shuling Hu*, Yonghui Chen, M. Shahria Alam, Wang, Y., & Zhou, Z. (2024). Development and tests of novel repairable multi-stage yielding steel slit dampers for seismic mitigation. Journal of Building Engineering, 108809. DOI: 10.1016/j.jobe.2024.108809

15. [15]Chunxue Dai, Shuling Hu*, & Wei Wang. (2024). Additional damped rocking sections for enhancing seismic performance of self-centering dual rocking core system. Journal of Building Engineering, 108723. DOI: 10.1016/j.jobe.2024.108723

16. [16]Shuling Hu, M. Shahria Alam, Yuelin Zhang, Zhenghao Ding, & Xiuzhang He. (2024). Partially self-centering braces with NiTi-and Fe-SMA U-shaped dampers. Thin-Walled Structures, 111605. DOI: 10.1016/j.tws.2024.111605（ESI高被引论文）

17. [17]Shuling Hu & Songye Zhu. (2024). Probabilistic floor spectra for fully self-centering structures with flag-shaped hysteretic behavior. Journal of Building Engineering, 82, 108325. DOI: 10.1016/j.jobe.2023.108325

18. [18]Wang, T., Dong, Y., Wang, L., Lu, D., Shuling Hu*, Tan, Y., & Li, Z. (2024). Global reliability assessment of coupled transmission tower-insulator-line systems considering soil-structure interaction subjected to multi-hazard of wind and ice.Journal of Constructional Steel Research,223, 109004.DOI: 10.1016/j.jcsr.2024.109004

19. [19]Shuling Hu & Xiaoming Lei. (2023). Machine learning and genetic algorithm-based framework for the life-cycle cost-based optimal design of self-centering building structures. Journal of Building Engineering. 78, 107671. DOI: 10.1016/j.jobe.2023.107671

20. [20]Shuling Hu, Ruibin Zhang*, & Wei Wang. (2023). Hybrid self-centering dual rocking core system for seismic resilience by controlling both structural and nonstructural damage. Engineering Structures, 295, 116796. DOI: 10.1016/j.engstruct.2023.116796

21. [21]Ruibin Zhang, Shuling Hu*, & Wei Wang. (2023). Probabilistic residual displacement-based design for enhancing seismic resilience of BRBFs using self-centering braces. Engineering Structures, 295, 116808. DOI: 10.1016/j.engstruct.2023.116808

22. [22]Shuling Hu & Songye Zhu. (2023). Life-cycle benefits estimation for hybrid seismic-resistant self-centering braced frames. Earthquake Engineering & Structural Dynamics. 3914. DOI: 10.1002/eqe.3914（ESI高被引论文）

23. [23]Shuling Hu, Wei Wang, & Yongchang Lu. (2023). Explainable machine learning models for probabilistic buckling stress prediction of steel shear panel dampers. Engineering Structures, 288, 116235. https://doi.org/10.1016/j.engstruct.2023.116235（2023 Best Paper Award, Editor's Featured Paper奖）

24. [24]Shuling Hu, Wei Wang, M. Shahria Alam, Songye Zhu, & Ke Ke. (2023). Machine learning-aided peak displacement and floor acceleration-based design of hybrid self-centering braced frames, Journal of Building Engineering. 72, 106429. https://doi.org/10.1016/j.jobe.2023.106429

25. [25]Shuling Hu, Wei Wang, M. Shahria Alam, & Ke Ke. (2023). Life-cycle benefits estimation of self-centering building structures. Engineering Structures, 284, 115982. https://doi.org/10.1016/j.engstruct.2023.115982（ESI高被引论文）

26. [26]Shuling Hu, Canxing Qiu, & Songye Zhu. (2023). Floor acceleration control of self-centering braced frames using viscous dampers. Journal of Building Engineering, 105944. https://doi.org/10.1016/j.jobe.2023.105944（ESI高被引论文）

27. [27]Chunxue Dai, Shuling Hu*, & WeiWang. (2023). Direct displacement-based design of SEDRC system considering higher mode effects. Journal of Building Engineering, 106407. https://doi.org/10.1016/j.jobe.2023.106407

28. [28]Ke Ke, Yonghui Chen, Xuhong Zhou, Michael C.H. Yam, & Shuling Hu*. (2023). Experimental and numerical study of a brace-type hybrid damper with steel slit plates enhanced by friction mechanism. Thin-Walled Structures, 182, 110249. (Corresponding author) https://doi.org/10.1016/j.tws.2022.110249（ESI高被引论文，热点论文）

29. [29]Shuling Hu, Songye Zhu, Wei Wang, & M. Shahria Alam. (2022). Structural and nonstructural damage assessment of steel buildings equipped with self-centering energy-absorbing rocking core systems: A comparative study. Journal of Constructional Steel Research, 198, 107559. https://doi.org/10.1016/j.jcsr.2022.107559

30. [30]Shuling Hu, Songye Zhu, M. Shahria Alam, & Wei Wang. (2022). Machine learning-aided peak and residual displacement-based design method for enhancing seismic performance of steel moment-resisting frames by installing self-centering braces. Engineering Structures, 271, 114935. https://doi.org/10.1016/j.engstruct.2022.114935

31. [31]Shuling Hu, Songye Zhu, & Wei Wang. (2022). Machine learning-driven probabilistic residual displacement-based design method for improving post-earthquake repairability of steel moment-resisting frames using self-centering braces. Journal of Building Engineering, 61, 105225. https://doi.org/10.1016/j.jobe.2022.105225

32. [32]Shuling Hu, Canxing Qiu, & Songye Zhu. (2022). Machine learning-driven performance-based seismic design of hybrid self-centering braced frames with SMA braces and viscous dampers. Smart Materials and Structures, 31, 105024. https://doi.org/10.1088/1361-665X/ac8efc

33. [33]Shuling Hu, Wei Wang, & Jiawen Yu. (2022). Experimental and design strategy of precast exterior wall panels with damage-control function for steel buildings. Journal of Building Engineering, 61, 105205. https://doi.org/10.1016/j.jobe.2022.105205

34. [34]Shuling Hu, Songye Zhu, & Wei Wang. (2022). Hybrid self-centering companion spines for structural and nonstructural damage control. Engineering Structures, 266, 114603. https://doi.org/10.1016/j.engstruct.2022.114603

35. [35]Shuling Hu, Wei Wang, & Xiaogang Lin. (2022). Two-stage machine learning framework for developing probabilistic strength prediction models of structural components: An application for RHS-CHS T-joint. Engineering Structures, 266, 114548. https://doi.org/10.1016/j.engstruct.2022.114548

36. [36]Chunxue Dai, Shuling Hu*, & WeiWang. (2022). Performance-based design of steel frames with self-centering modular panel. Journal of Building Engineering, 104841. https://doi.org/10.1016/j.jobe.2022.104841

37. [37]Shuling Hu, Wei Wang, &M. Shahria Alam. (2022). Hybrid self-centering rocking core system with friction spring and viscous dampers for seismic resilience. Engineering Structures, 257: 114102.https://doi.org/10.1016/j.engstruct.2022.114102

38. [38]Shuling Hu, Wei Wang, &M. Shahria Alam. (2022). Performance-based design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system. Journal of Constructional Steel Research. 188: 106986.https://doi.org/10.1016/j.jcsr.2021.106986

39. [39]Shuling Hu, Wei Wang, & M. Shahria Alam. (2021). Probabilistic nonlinear displacement ratio prediction of self-centering energy-absorbing dual rocking core system under near-fault ground motions using machine learning.Journal of Earthquake Engineering. 1-32.https://doi.org/10.1080/13632469.2021.2009060

40. [40]Shuling Hu, Wei Wang, & Bing Qu.(2021). Self-centering companion spines with friction spring dampers: Validation test and direct displacement-based design. Engineering Structures. 238, 112191. https://doi.org/10.1016/j.engstruct.2021.112191

41. [41]Shuling Hu, Wei Wang, & M. Shahria Alam. (2021). Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences. Journal of Structural Engineering (ASCE), 147(9), 04021124. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003082

42. [42]Shuling Hu, Wei Wang, &M. Shahria Alam. (2021). Performance-based design of self-centering energy-absorbing dual rocking core system. Journal of Constructional Steel Research. 181, 106630. https://doi.org/10.1016/j.jcsr.2021.106630

43. [43]Shuling Hu, & Wei Wang. (2021). Seismic design and performance evaluation of low-rise steel buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions. Journal of Constructional Steel Research, 179, 106545. https://doi.org/10.1016/j.jcsr.2021.106545

44. [44]Shuling Hu, & Wei Wang. (2021). Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system. Soil Dynamics and Earthquake Engineering, 142, 106546. https://doi.org/10.1016/j.soildyn.2020.106546

45. [45]Shuling Hu, Wei Wang, Bing Qu, & M. Shahria Alam. (2020). Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design. Engineering Structures, 225, 111338. https://doi.org/10.1016/j.engstruct.2020.111338

46. [46]Shuling Hu, Wei Wang, & Bing Qu. (2020). Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a force-based approach. Engineering Structures, 204, 110038. https://doi.org/10.1016/j.engstruct.2019.110038

47. [47]Shuling Hu, Wei Wang, & Bing Qu. (2020). Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems. Engineering Structures, 204, 110021. https://doi.org/10.1016/j.engstruct.2019.110021

48. [48]Shuling Hu, Wei Wang, M. Shahria Alam, & Bing Qu. (2020). Improving the Seismic Performance of Beam-through Concentrically Braced Frames Using Energy-absorbing Rocking Core. Journal of Earthquake Engineering, 1-16. https://doi.org/10.1080/13632469.2020.1813660

49. [49]Shuling Hu, Wei Wang, Bing Qu, & M. Shahria Alam (2020). Development and validation test of a novel Self-centering Energy-absorbing Dual Rocking Core (SEDRC) system for seismic resilience. Engineering Structures, 211, 110424. https://doi.org/10.1016/j.engstruct.2020.110424

50. [50]Shuling Hu, Wei Wang, & Bing Qu. (2018). Enhancing seismic performance of tension-only concentrically braced beam-through frames through implementation of rocking cores. Engineering Structures, 169, 68-80. https://doi.org/10.1016/j.engstruct.2018.05.035

51. [51]Ruibin Zhang, Wei Wang, Changyu Yang, Shuling Hu, & M. Shahria Alam. (2023). Hybrid test and numerical study of beam-through frame enhanced by friction spring-based self-centering rocking core. Engineering Structures, 274, 115157. https://doi.org/10.1016/j.engstruct.2022.115157

52. [52]Ding, Z., Kuok, S. C., Lei, Y., Yu, Y., Zhang, G., Shuling Hu, & Yuen, K. V. (2024). A Novel Bayesian Empowered Piecewise Multi-Objective Sparse Evolution for Structural Condition Assessment.International Journal of Structural Stability and Dynamics, 2550101.DOI: 10.1142/S0219455425501019

53. [53]Cheng Fang, Wei Wang, Canxing Qiu, Shuling Hu, Gregory A.MacRae, & Matthew R. Eatherton. (2022). Seismic resilient steel structures: A review of research, practice, challenges and opportunities.Journal of Constructional Steel Research, 191, 107172. https://doi.org/10.1016/j.jcsr.2022.107172（ESI高被引论文）

54. [54]Wei Wang, Cheng Fang, Yashuo Zhao, Richard Sause, Shuling Hu, & James Ricles. (2019). Self‐centering friction spring dampers for seismic resilience. Earthquake Engineering & Structural Dynamics, 48(9), 1045-1065. （ESI高被引论文）https://doi.org/10.1002/eqe.3174

55. [55]Cheng Fang, Qiuming Zhong, Wei Wang, Shuling Hu, & Canxing Qiu. (2018). Peak and residual responses of steel moment-resisting and braced frames under pulse-like near-fault earthquakes. Engineering Structures, 177, 579-597. https://doi.org/10.1016/j.engstruct.2018.10.013

EI期刊论文（共4篇，均为一作/通讯）

[1]    王伟, 胡书领*, 邹超, & 陈越时. (2019). 节点性能对分层装配支撑钢框架抗震性能的影响研究. 工程力学, 36(4), 206-213. (EI, 通讯作者)

[2]    胡书领, & 王伟. (2020). 基于摇摆核心提升分层装配式钢框架结构抗震性能的设计方法. 建筑结构学报, 41(7), 74-80. (EI)

[3]    王伟,胡书领*, & 邹超. (2021). 基于增量动力分析的梁贯通式支撑钢框架地震易损性研究. 建筑结构学报, 42(4), 42-49. (EI, 通讯作者)

[4]    胡书领, & 王伟. (2022). 自复位消能摇摆模块复合钢框架协同抗侧机理与抗震加固设计方法. 工程力学, 39(11), 1-12. (EI)