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伍隋文

发布于:2022-04-22 星期五 12:25:02  点击数:2392

伍隋文,湖南大学副教授,硕士生导师,美国注册结构工程师(P.E.),长期从事桥梁抗震领域研究,主要研究方向包括基于物理的区域地震动模拟框架新型近断层桥梁抗震分析方法、区域桥梁抗震韧性、基于高性能材料及新体系的桥梁抗震韧性提升方法、非规则桥梁抗震理论及桥梁振动与控制等,以核心成员身份参与十余项桥梁与结构抗震领域国际前沿课题。



基本信息

姓名:伍隋文

籍贯:湖南凤凰

学位:博士

职称:副教授

专业方向:桥梁工程

系所:湖南大学土木工程学院桥梁工程系               

地址:土木工程学院C415

Email: suiwenw@hnu.edu.cn


每年招2名硕士研究生、1-2SIT团队,欢迎对桥梁动力灾害研究感兴趣的同学联系。近期诚招1-2名博士后开展桥梁抗震韧性方面研究


Suiwen Wu is an Associate Professor of School of Civil Engineering, Hunan University, and a US-licensed Professional Engineer. Dr. Wu has been devoted to the development of novel robust numerical models, structural connection details and advanced structural systems to improve the resilience and sustainability of structures and lifeline facilities subjected to extreme events, such as earthquakes, including development of robust models for seismic analysis of near-fault bridges, physics-based regional-scale earthquake ground motion simulation for earthquake hazard and regional structural risk evaluation, development of novel methods to improve seismic resilience of bridges based on high-performance materials and novel systems, seismic design theory of irregular bridges, and bridge vibration and control, etc.

Two post-doctoral positions are currently available under my supervision to conduct research on seismic resilience of bridges. Please feel free to contact with me if you are interested. My email address is: suiwenw@hnu.edu.cn, or seismic1989@gmail.com.




教育背景

20138-201612,   University of Nevada, Reno,地震与结构工程专业获博士学位 

20109-20137,    同济大学,桥梁与隧道工程专业,获硕士学位 

20069-20106月, 湖南大学,桥梁工程专业,获学士学位

20069-20086月, 湖南大学,李达自然科学实验班


工作履历

20223-至今,          湖南大学,土木工程学院,副教授

20217-20222月,Lawrence Berkeley National Laboratory, 副研究员

20171-20216月,University of Nevada, Reno, 博士后(合作导师:Professor Ian G Buckle,

                                          Professor David McCallen, Professor David Sanders)


学术兼职


  • Affiliate Member of American Society of Civil Engineer (ASCE)

  • Member of Earthquake Engineering Research Institute (EERI)

  • Engineering StructuresJournal of Earthquake EngineeringAutomation in ConstructionStructural Concrete等十余本高水平SCI期刊审稿人

  • Proposal Review Expert of Mid-America Transportation Research Program

  • Earthquake Engineering and Resilience 青年编委



研究领域

近断层桥梁抗震韧性

区域城市桥梁抗震韧性

非规则桥梁抗震韧性

桥梁抗震设计与加固改造

高性能材料的工程应用

桥梁减隔震系统

基于新型激光位移计的结构健康监测理论等


科研项目

1. 强震下变刚度自恢复桥梁结构体系,国家自然科学基金面上项目(52178124),58万元,在研,参与,2022.01-2025.12;

2. 基于可恢复性的装配式桥梁全生命周期抗震性能研究, 中国科技部国家重点研发计划项目(No.2019YFE0119800), 235万元, 在研, 参与, 2020.122023.08

3. 水平向地震作用下预制节段RC桥墩抗震性能及设计方法, 北京自然科学基金会(No.8202002), 20万元,在研, 参与, 2020.012022.12

4. SMA负刚度双曲面减震装置的减震机理和设计方法,广东省自然科学基金面上项目(2020A1515010231),10万元,在研,参与,2019.10-2022.09

5. 基于区域地球物理模型的地震动模拟框架能源系统地震风险性评估,美国能源局已结题,参与,2021.07-2022.02

6. 天然气管道系统地震易损性振动台实验研究, 美国加州能源局, 88万元, 已结题, 参与, 2021.012021.06

7. 地震工程模拟的应用研究:高性能计算及多学科交叉的区域地震灾害及结构风险评估框架, 美国能源局(No.17-SC-20-SC), 300万元, 已结题,参与, 2018.092021.05

8. 混凝土柱-柱头-板体系的足尺拟静力试验研究, 美国能源局洛斯阿拉莫斯国家实验室(No.474894), 575万元, 已结题,共同主持(Co-PI), 2018.05至2021.05;

9. 用于核设施SSI试验的大型剪切土箱及振动台的设计与制造, 美国能源局伯克利劳伦斯国家实验室(No.7236255), 4180万元, 已结题,参与, 2018.012018.06

10. 新型激光位移计测量层间位移角的大型振动台试验研究, 美国能源局伯克利劳伦斯国家实验室(No.731376), 88万元, 已结题,参与, 2017.012017.12

11. 斜桥的抗震性能研究, 美国联邦公路局(No.DTFH61-07-C-00031), 80万元, 已结题,参与, 2013.082016.12


学术成果

期刊论文

34. Wang X, Li Y, Wu S, Li R*, Tian C, Hou Q and Long F. (2022). “Seismic performance of a novel partly precast RC shear wall with double precast edge members and a central T-shape CIP member”. Soil Dynamics and Earthquake Engineering, 162: 107481.(SCI, JCR Q2).

33. Zhao G, Zhu L, Wu S*, Liu W and Duan S. (2022). "Experimental and numerical investigation on cross-sectional mechanical behavior of prefabricated multi-cabin RC utility tunnels." Structures, 42: 466-479. (SCI, JCR Q2).

32. Wei B, Min H, Wu S*, Zhong H, Jiang L, Li S and Hu Z. (2022). "Investigation of equal strength mild steel tenons as displacement restraining devices for long-span railway arch bridges." Engineering Structures, 266: 114522. (SCI, JCR Q1).

31.  Xia X, Wu S*, Sun S, Du Q and Long F. (2022). “Lateral hysteretic behavior of a novel metal rubber bridge bearing.” Engineering Structures, 256: 114051. (SCI, JCR Q1).

30.  Liu Z, Lei H, Tong T*, Wu S and Lu G. (2022). “Precast segmental piers: testing, modeling and seismic assessment of an emulative connection based on a grouted central tenon.” Bulletin of Earthquake Engineering, 20: 2529-2564. (SCI, JCR Q2).

29.  Wu S, Li H, Wang X, Li R*, Tian C and Hou Q. (2022). “Seismic performance of a novel RC partial precast shear wall with reserved cast-in-place base and wall edges”. Soil Dynamics and Earthquake Engineering, 152:107038. (SCI, JCR Q2)

28.  Jia J, Wei B, Bai Y*, Wu S, Zhang K and Guo Y. (2022). “Seismic performance of precast segmental bridge columns reinforced with hybrid stainless steel bars and GFRP bars”. Journal of Bridge Engineering, 27(1):04021100. (SCI, JCR Q2)

27.  McCallen D*, Tang H, Wu S, Eckert E, Huang J and Petersson A. (2022). “Coupling of regional geophysics and local soil-structure models in the EQSIM fault-to-structure earthquake simulation framework”. International Journal of High Performance Computing Applications, 36(1):78-92. (SCI, JCR Q2)

26.  Jia J, Zhang K, Wu S*, Xiong T, Bai Y and Li W. (2021). “Vertical cracking at girder ends during posttensioning of prefabricated prestress concrete bridge T-girders”. Structural Concrete, 22:3094-3108. (SCI, JCR Q2)

25.  Xia X, Wu S*, Wei X, Jiao C and Chen X. (2021). “Experimental and numerical study on seismic behavior of a self-centering railway bridge pier”. Earthquakes and Structures, 21(2):173-183. (SCI, JCR Q3)

24.  Wang X, Wu S, Jia J*, Li H, Wei Y, Zhang K, Bai Y. (2021). “Experimental evaluation of seismic performance of corroded precast RC bridge columns and the retrofit measure using CFRP jackets”. Engineering Structures, 245:112872. (SCI, JCR Q1)

23.  Wu S, Jia J, Jiao C*, Huang J and Li J. (2021). “Study on the additional support length requirements of single-span bridges due to skew using a simplified method”. Advances in Bridge Engineering, 2: 22.

22.  Wu S, Huang J, Li W*, Jiao C and Li J. (2021). “Unseating of single-span bridges with skew angles out of the limit range for free rotation”. Structures, 32: 1320-1330. (SCI, JCR Q2)

21.  Jiao C, Liu W, Wu S*, Gui X, Huang J, Long P and Li W. (2021). “Shake table experimental study of curved bridges with consideration of girder-to-girder collision”. Engineering Structures, 237: 112216. (SCI, JCR Q1

20.  Jiao C, Liu Y, Wu S*, Ma Y, Huang J and Liu W. (2021). “Influence of pounding buffer zone for mitigation of seismic response of curved bridges”. Structures, 32:127-148. (SCI, JCR Q2)

19.  Luo X, Huang F*, Zhuang Y, Wu S, and Qian H. (2021). “Modified calculations of lateral displacement and soil pressure of pile considering pile-soil interaction under cyclic loads”. Journal of Testing and Evaluation. 49(4): 2840-2859. (SCI, JCR Q4)

18.  Zhuo W, Wu S, Liu Z* and Zang H. (2021). “Low cyclic loading tests and fatigue damage models of concrete bridge piers reinforced with high-strength rebar”. Advances in Structural Engineering, 24(4): 706-717. (SCI, JCR Q3)

17.  Hu M, Han Q*, Wu S and Du X. (2021). “Shear capacity of precast concrete shear keys with ultra-high performance concrete (UHPC) for the connection”. Journal of Bridge Engineering, 26(7):04021036. (SCI, JCR Q2)

16.  Wu, S.* and Buckle, I.G. (2020). “Effect of skew on the minimum support length requirements of single-span bridges with seat-type abutments”. Earthquake Spectra, 36(3):1119-1140. (SCI, JCR Q2)

15.  Jia J, Zhang K, Wu S*, Guo Y, Du X and Wang X. (2020). “Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions”. Engineering Structures, 221:111037. (SCI, JCR Q1)

14.  Jia J, Zhao L, Wu S*, Wang X, Bai Y and Wei Y. (2020). “Experimental investigation on the seismic performance of low-level corroded and retrofitted reinforced concrete bridge columns with CFRP fabric”. Engineering Structures, 109:110225. (SCI, JCR Q1)

13.  Xia X, Wu S*, Shi J, Jia J, Chen X and Ma H. (2020). “Seismic response of rocking isolated railway bridge piers with sacrificial components”. Earthquake Engineering and Engineering Vibration, 19(4):1005-1015. (SCI, JCR Q3)

12.  Cao S, Ozbulut O*, Wu S, Sun Z and Deng J. (2020). “Multi-level SMA/rubber bearing isolation system for seismic protection of bridges”. Smart Materials and Structures, 29:055045. (SCI, JCR Q1)

11.  Jia J*, Zhang K, Saiidi MS, Guo Y, Wu S, Bi K and Du X. (2020). “Seismic evaluation of precast bridge columns with built-in elastomeric pads”. Soil Dynamics and Earthquake Engineering, 128:105868. (SCI, JCR Q2)

10.  Wu S.* (2019). “Unseating mechanism of a skew bridge with seat-type abutments and a Simplified Method for estimating its support length requirement”. Engineering Structures, 191:194-205. (SCI, JCR Q1)

9.  Wu S.* (2019). “Investigation on the connection forces of shear keys in skewed bridges during earthquakes”. Engineering Structures, 194:334-343. (SCI, JCR Q1)

8.  Wu S.*, Buckle IG, Itani AM and Istrati D. (2019). “Experimental studies on seismic response of skew bridges with seat-type abutments. I: shake table experiments”. Journal of Bridge Engineering, 24(10):04019096. (Editor’s Choice Article, SCI, JCR Q2)

7.  Wu S*, Buckle IG, Itani AM and Istrati D. (2019). “Experimental studies on seismic response of skew bridges with seat-type abutments. II: results”. Journal of Bridge Engineering, 24(10):04019097. (SCI, JCR Q2)

6.  Sun Z, Wang D*, Wang T, Wu S* and Guo X. (2019). “Investigation on seismic behavior of bridge piers with rectangular hollow thin walled section using cyclic quasi-static tests”. Engineering Structures, 200:109708. (SCI, JCR Q1)

5.  Huang F*, Wu S*, Luo X, Chen B and Lin Y (2018). “Pseudo-static low cycle test on the mechanical behavior of PHC pipe piles with consideration of soil-pile interaction”. Engineering Structures, 171:992-1006. (SCI, JCR Q1)

4.  Petrone F*, McCallen D, Buckle IG, and Wu S. (2018). “Direct measurement of building transient and residual drift using an optical sensor system”. Engineering Structures, 176:115-126. (SCI, JCR Q1)

3.  孙治国,张振涛伍隋文王东升(2020),考虑PSSI的桩柱式桥墩震后残余位移分析[J]. 应用基础与工程科学学报,(录用, EI)

2. 曹飒飒,伍隋文,孙卓,王欢,杨俊(2019),梁桥多级设防SMA减震装置[J]. 振动与冲击, 38(24):209-217.(EI)

1.  伍隋文,李建中(2013),单塔地锚式悬索桥减震阻尼器参数分析[J]. 建筑与环境工程, 2013(s1):9-12.


研究数据

1.  Wu, S., Buckle, I.G., Itani, A.M., and Istrati, D. (2019). “Experimental datasets from large-scale shake table experiments on skew bridges.” https://doi.org/10.17605/OSF.IO/2Q3DP.


会议论文

1.  Wu, S., Eckert, E., Huang, J., McCallen, D. and Tang, H. (2021). “The influence of rotational components of earthquake ground motions on building response” 17th World Conference on Earthquake Engineering, Sendai, Japan.

2. Wu, S., and Buckle, I.G. (2019). “Effect of skew on support length demands of bridges with seat-type abutments.” 3rd International Bridge Seismic Workshop, Seattle, USA.

3. Wu, S., Buckle, I.G., and Itani, A.M. (2017). “Experimental and analytical study of girder unseating in skewed bridges during earthquakes.” 16th World Conference on Earthquake Engineering, Santiago, Chile.

4. Wu, S., Buckle, I.G., and Itani, A.M. (2016). “Experimental study of seismic behavior of skew bridges.” 14th International Symposium on Structural Engineering, Beijing, China. 

5. Wu, S., Buckle, I.G., and Itani, A.M. (2014). “A simplified method for estimating support length requirements in skew bridges due to earthquake loading.” 11th China-US Bridge Engineering Conference, Chengdu, Sichuan, China.


科研报告

1.  Wu, S., Buckle, I.G., Sanders, D., Sheriff, E., Ngeljaratan, L. and Moustafa, M. (2021). “Full-scale experiments on a non-ductile column-capital-slab assembly phase 2: as-built column” Report No. CCEER-21-01, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-588. (美国土木工程地震研究中心报告).

2.  Wu, S., Buckle, I.G., Sanders, D., Sheriff, E., Ngeljaratan, L. and Moustafa, M. (2020). “Full-scale experiments on a non-ductile column-capital-slab assembly phase 1: column retrofitted with CFRP.” Report No. CCEER-20-09, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-636. (美国土木工程地震研究中心报告).

3.  Wu, S., Eckert, E., Huang, J., and McCallen, D. (2020). “Evaluation of the Domain Reduction Method applied to broad-band, near-fault ground motions with inter-code comparisons.” Report No. CCEER-20-08, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-211. (美国土木工程地震研究中心报告).

4. Wu, S., Miah, M., and McCallen, D. (2019). “Four canonical steel moment frame buildings and inter-code comparisons of nonlinear building response.” Report No. CCEER 19-05, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-88. (美国土木工程地震研究中心报告).

5. Wu, S., Buckle, I.G., and Ryan, K. (2017). “Large-scale experimental verification of an optically-based sensor system for monitoring structural response”. Report No. CCEER 17-06, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-242. (美国土木工程地震研究中心报告).

6. McCallen, D., Petrone, F., Buckle, I., Wu, S., and Coates J. (2017). “An optically based sensor system for rapidly assessing the earthquake response of critical facilities”. Report no. LBNL-2001094, Lawrence Berkeley National Laboratory, Berkeley, CA. pp. 1-34. (美国伯克利劳伦斯国家实验室研究报告).

7. Wu, S., Buckle, I.G., and Itani, A.M. (2016). “Effect of skew on seismic performance of bridges with seat-type abutments.” Report No. CCEER-16-08, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, NV. pp. 1-388. (美国土木工程地震研究中心报告).