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赖志超

信息来源: 暂无 发布日期: 2018-03-20 浏览次数:

赖志超

                       

 

教授、博士生导师。主要致力于钢-混凝土组合结构、核电站安全壳结构以及桥梁结构等领域的研究。

参编AISC 360-163部美国国家规范,在国际著名学术期刊和国际知名学术会议上发表高水平学术论文34篇(其中SCI收录15篇)。学术论文被AISC 360-16AISC 341-16N690s1-153部美国国家规范引用33次。兼任ASCE组合结构委员会委员等4项国际学术组织职务,也担任《ASCE Journal of Structural Engineering》、《Engineering Structures》等14个国际知名SCI期刊的审稿人。

2016年被ASCE著名SCI期刊《Journal of Structural Engineering》评为杰出审稿人,2015年被核工程结构领域著名SCI期刊《Nuclear Engineering and Design》评为杰出审稿人。主持或参与美国自然科学基金2项、科学院基金1项、能源部项目1项,加拿大核安全委员会项目1项,中国国家自然科学基金重点项目1项、国家重点实验室开放基金1项。

个人信息

出生年月:198611

        别:男

        话:15260818845

        箱:laiz@fzu.edu.cn

教育背景

2009.8 – 2014.12:美国普渡大学 (Purdue University),结构工程专业,博士    

2005.9 – 2009.6:同济大学,土木工程专业,学士

工作经历

·   2018.1 – 至今:福州大学,土木工程学院,教授/博士生导师

·   2014.12 – 2018.1:美国普渡大学,土木工程学院,博士后

主要研究领域

·   创新与可持续钢-混凝土组合结构

·   核电站安全壳结构

·   高层钢-混凝土组合结构 (组合框架、联肢剪力墙)

·   -混凝土组合结构抗震修复、加固及其在多重耦合极端荷载作用下的性能

·   钢结构桥梁连续倒塌系统冗余度分析与连续性倒塌

奖励与荣誉

·    2016年,福州大学,旗山学者”海外项目

·    2016年,Outstanding Reviewer, 美国土木工程师协会(ASCE) Journal of Structural Engineering 2016年仅13人获此荣誉)

·    2016年,Postdoc Travel Grant, 美国普渡大学(Purdue University)

·    2015年,Outstanding Reviewer, ELSEVIER: Nuclear Engineering and Design (前10%的审稿人获奖)

·    2014年,Vinnakota Award-Honorable Mention, 美国结构稳定协会(SSRC)(全球范围每年三人荣获此奖)

·    2013年,Pai Tao Yeh Fellowship, 美国普渡大学 (Purdue University)

学术兼职

·    美国土木工程师协会 (American Society of Civil Engineers) 组合结构委员会,委员(committee member)

·    美国混凝土结构协会 (American Concrete Institute) 组合结构委员会,委员 (committee member)

·    美国结构稳定协会 (Structural Stability Research Council, SSRC) 薄壁结构分会,委员 (task group member)

·    美国结构稳定协会 (Structural Stability Research Council, SSRC) 构件稳定分会,委员(task group member)

·    美国土木工程师协会 (American Society of Civil Engineers),高级会员(Associate member)

·    美国钢结构协会 (American Institute of Steel Construction) 会员

·    美国地震研究协会 (Earthquake Engineering Research Institute) 会员

·    美国结构工程协会(Structural Engineering Institute),会员

审稿SCI期刊 (14)

·    ASCE Journal of Structural Engineering

·    ASCE Journal of Bridge Engineering

·    ASTMJournal of Testing and Evaluation

·    ElsevierConstruction and Building Materials

·    ElsevierEngineering Structures

·    ElsevierJournal of Constructional Steel Research

·    ElsevierMaterials and Design

·    ElsevierNuclear Engineering and Design

·    ElsevierStructures

·    ElsevierThin-walled Structures

·    Springer Earthquake Engineering and Engineering Vibration

·    SpringerInternational Journal of Steel Structures

·    SpringerArabian Journal for Science and Engineering

·   Steel and Composite Structures

主要科研项目

1.  华南理工大学亚热带国家重点实验室开放基金,非紧实型方钢管混凝土构件抗震性能研究(2016ZB22)2016.1-2017.12,主持,已结题

2.  国家自然科学基金重点项目,高性能建筑结构体系连接节点信息的若干关键科学问题研究 (51638009)2017.1-2021.12,主要参与者(排名第5),在研

3.  国家自然科学基金面上项目,带支撑的钢管混凝土柱节点及其框架体系抗震性能研究 (51778241)2018.1-2021.12,主要参与者(排名第3),在研

4.   Charles Pankow基金与美国钢结构协会,Seismic and wind behavior and design of coupled concrete-filled composite plate core walls (CF-CPSW) for steel buildings2016-2019,主要参与者(排名第3),在研

5.   美国土木工程师协会与结构工程协会(ASCE/SEI)State-of-the-art-report of composite connections for frames with CFT columns and steel wide flange beams2012-2017,主要完成人,已结题

6.   美国科学院与道路研究合作项目(NCHRP)Fracture-critical system analysis of steel bridges, 2014-2016,主要完成人,已结题

代表性期刊论文 (16篇, “*” 标示通讯作者)

1.  Lai, Z.* and Varma, A. H. (2018). “High-strength rectangular CFT members: database, modeling, and design of short columns.” Journal of Structural Engineering, 144(5), 04018036:1-18 (SCI收录, Web of Science JCR 二区影响因子: 2.028).

https://doi.org/10.1061/(ASCE)ST.1943-541X.0002026

2.  Huang, W., Lai, Z.*, Chen, B., Xie, Z., and Varma, A. H. (2018). “Concrete-filled steel tube (CFT) truss girders: experimental tests, analysis, and design.” Engineering Structures, 156, 118-129 (SCI收录, Web of Science JCR 一区影响因子: 2.258).

https://doi.org/10.1016/j.engstruct.2017.11.026

3.  Huang, W., Lai, Z.*, Chen, B., and Yao, P. (2017). “Experimental behavior and analysis of prestressed concrete-filled steel tube (CFT) truss girders.” Engineering Structures, 152, 607-618 (SCI收录, Web of Science JCR 一区影响因子: 2.258).

https://doi.org/10.1016/j.engstruct.2017.09.035

4.  Chen, B., Lai, Z.*, Yan, Q., Varma, A. H., and Yu, X., (2017). “Experimental behavior and design of CFT-RC short columns subjected to concentric axial loading.” Journal of Structural Engineering, 143(11), 04017148: 1-16 (SCI收录, Web of Science JCR 二区影响因子: 2.028).

https://doi.org/10.1061/(ASCE)ST.1943-541X.0001879

5.  Lai, Z.*, Huang, Z., and Varma, A. H. (2017). “Modeling of high-strength composite special moment frames (C-SMFs) for seismic analysis.” Journal of Constructional Steel Research, 138, 526-537 (SCI收录, Web of Science JCR 二区影响因子: 2.021).

https://doi.org/10.1016/j.jcsr.2017.07.018

6.  Pan, J., Chen, S.*, Lai, Z., Wang, Z., Wang, J., and Xie, H. (2017). “Analysis and fracture behavior of welded box beam-to-column connections considering residual stresses.” Construction and Building Materials ,157, 557-566 (SCI收录, Web of Science JCR 一区影响因子: 3.169).

https://doi.org/10.1016/j.conbuildmat.2017.07.228

7.  Chen, B., Lai, Z.*, Lai, X., Varma, A. H., and Yu, X. (2017). “Creep prediction models for concrete-filled steel tube (CFT) arch bridges.” Journal of Bridge Engineering, 22(7), 04017027:1-15 (SCI收录, Web of Science JCR 二区影响因子: 1.476).

https://doi.org/10.1061/(ASCE)BE.1943-5592.0001051

8.  Lai, Z*., and Varma, A. H. (2017). “Seismic behavior and modeling of concrete partially filled spirally welded pipes (CPF-SWP).” Thin-Walled Structures, 113, 240-252 (SCI收录, Web of Science JCR一区影响因子: 2.829).

https://doi.org/10.1016/j.istruc.2016.12.004

9.  Lai, Z.*, Huang, Z., and Varma, A. H. (2017). “Seismic analysis and performance of high strength composite special moment frames (C-SMFs).” Structures 9, 165-178 (新期刊结构工程师协会ISE期刊, Elsevier出版,ESCI收录).

https://doi.org/10.1016/j.istruc.2016.12.004

10. Lai, Z.*, and Varma, A. H. (2016). “Effective stress-strain relationships for section analysis of noncompact and slender filled composite (CFT) members.” Engineering Structures, 124, 457-472 (SCI收录, Web of Science JCR 一区影响因子: 2.258).

https://doi.org/10.1016/j.engstruct.2016.06.028

11. Lai, Z.*, Varma, A. H., and Griffis, L. G. (2016). “Analysis and design of noncompact and slender CFT beam-columns.”Journal of Structural Engineering, 142(1), 04015097:1-14 (SCI收录, Web of Science JCR 二区影响因子: 2.028).

https://doi.org/10.1061/(ASCE)ST.1943-541X.0001349

12. Lai, Z.*, Connor, R. J., and Varma, A. H. (2016). “Retrofit of steel columns: parametric studies and design.” Journal of Bridge Engineering, 22(11), 04016080: 1-11 (SCI收录, Web of Science JCR 二区影响因子: 1.476).

https://doi.org/10.1061/(ASCE)BE.1943-5592.0000950

13. Lai, Z.*, Varma, A. H., and Connor, R. J. (2015). “Retrofit of built-up steel columns: modeling and fundamental behavior.” Journal of Bridge Engineering, 21(3), 04015054: 1-11 (SCI收录, Web of Science JCR 二区 影响因子: 1.476).

https://doi.org/10.1061/(ASCE)BE.1943-5592.0000808

14. Lai, Z.*, and Varma, A. H. (2015). “Noncompact and slender circular CFT members: experimental database, analysis, and design.” Journal of Constructional Steel Research, 106, 220-223 (SCI收录, Web of Science JCR 二区影响因子: 2.021).

https://doi.org/10.1016/j.jcsr.2014.11.005

15. Lai, Z.*, Varma, A. H., and Zhang, K. (2015). “Noncompact and slender rectangular CFT members: experimental database, analysis, and design.” Journal of Constructional Steel Research, 101, 455–468 (SCI收录, Web of Science JCR 二区影响因子: 2.021).

https://doi.org/10.1016/j.jcsr.2014.06.004

16. Varma, A. H.*, Malushte, S. R., Sener, K. C., and Lai, Z. (2014). “Steel-plate composite (SC) walls for safety related nuclear facilit6ies: Design for in-plane forces and out-of-plane moments.” Nuclear Engineering and Design, 269, 240–249 (SCI收录, Web of Science JCR 三区影响因子: 1.142).

https://doi.org/10.1016/j.nucengdes.2013.09.019

会议论文

1.  Lai, Z., Varma, A. H., Seo, J., and Wang, A. (2017). “On the flexural behavior of composite plate shear walls for high-rise buildings.” Proceedings of the 9th International Symposium on Steel Structures, Jeju, Korea (国际会议).

2.  Varma, A. H., Seo, J., and Lai, Z. (2017). “On the seismic behavior of concrete-filled composite plate shear walls.” 9th International Symposium on Steel Structures, Jeju, Korea (国际会议).

3.  Lai, Z., and Varma, A. H. (2017). “Analysis and behavior of rectangular CFT columns subjected to elevated temperature.” Proceedings of the 15th East Asia-Pacific Conference on Structural Engineering and Construction, Tongji University, Xi’an, China (国际会议).

4.  Varma, A. H., and Lai, Z. (2017). “Pushing the envelope of composite column design using high strength materials.” Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, Jackson Hole, USA (国际会议).

5.  Varma, A. H., Lai, Z., and Seo, J. (2017). “An Introduction to coupled composite core wall systems for high-rise construction.” Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, Jackson Hole, USA (国际会议).

6.   Fischer, E. C., Varma, A. H., and Lai, Z. (2017). “State-of-the-art report on beam-to-column connections for composite special moment frames.” Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, Jackson Hole, USA (国际会议).

7.  Lai, Z., Varma, A. H., and Agarwal, A. (2017). “Analysis of rectangular CFT columns subjected to elevated temperature.” Proceedings of the Annual Stability Conference, Structural Stability Research Council (SSRC), San Antonio, USA (国际会议).

8.  Lai, Z., and Varma, A. H. (2016). “Seismic analysis and behavior of noncompact circular CFT members.” Proceedings of the 8thInternational Conference on Steel and Aluminum Structures, Hong Kong, China (国际会议).

9.  Lai, Z., and Varma, A. H. (2016). “State-of-the-art report on connections for composite special moment frames (C-SMF).” Proceedings of the 8thInternational Workshop on Connection in Steel Structures (Connections VIII), Boston, USA (国际会议).

10. Lai, Z., Varma, A. H., Yang, H., and Agarwal, A. (2016). “Analysis and design of noncompact and slender rectangular CFT columns subjected to ambient and elevated temperature.” Proceedings of the Annual Stability Conference, Structural Stability Research Council (SSRC), Orlando, USA, 262-272 (国际会议).

11. Lai, Z., and Varma, A. H. (2015). “Design of noncompact and slender CFT columns.” Proceedings of the 11th International Conference: Advances in Steel-Concrete Composite Structures (ASCCS), Beijing, China (国际会议).

12. Varma, A. H., Malushte, S. R., and Lai, Z. (2015). “Modularity & innovation using steel-plate composite (SC) walls for nuclear and commercial construction.” Proceedings of the 11th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS), Beijing, China (国际会议).

13. Lai Z., Varma A. H., and Connor R. J. (2015). “Retrofit analysis and design of built-up steel columns.” Proceedings of the 8th International Conference on Behavior of Steel Structures in Seismic Areas, Paper No. 159, Shanghai, China (国际会议).

14. Fischer, E. C., Lai, Z., and Varma, A. H. (2015). “Design of connections for composite special moment frames (C-SMF) with concrete-filled steel tube (CFT) columns.” Proceedings of the 8thInternational Conference on Behavior of Steel Structures in Seismic Areas, Paper No. 69, Shanghai, China (国际会议).

15. Lai, Z., Varma, A. H., and Griffis, L. G. (2015). “P-Minteraction equations for design of CFT beam-columns.” Proceedings of the Structures Congress, ASCE, Portland, USA, 1032-1041(国际会议).

https://doi.org/10.1061/9780784479117.088

16. Lai, Z., and Varma, A. H. (2014). “Analysis and design of noncompact and slender concrete-filled steel tube (CFT) beam-columns.” Proceedings of the Annual Stability Conference,Structural Stability Research Council (SSRC), Toronto, Canada, 1-20 (国际会议).

17. Lai, Z., and Varma, A. H. (2013). “Flexural capacity of noncompact circular concrete filled steel tube (CFT) members.” Proceedings of 14thConference of the China Steel Construction Society Association for Steel-Concrete Composite Structures (CSCS-ASCCS), CSCS-ASCCS, Xi’an, China, 471–482.

18. Varma, A. H., Malushte, S. R., Sener, K., and Lai, Z.(2011). “Steel-plate composite (SC) walls for safety related nuclear facilities: Design for in-plane and out-of-plane demands.” Transactions, SMiRT 21, SMiRT, New Delhi, India, 6–11 (国际会议).