李桅，男，1981年11月，工学博士，副教授，硕士生导师，温州大学新湖青年学者，温州大学优秀班主任。2011年博士毕业于西安建筑科技大学，2012.02至今： 温州大学 建筑工程学院，专任教师。

主要从事混凝土结构抗震性能、装配式结构性能以及组合结构地震损伤评估及性能设计理论方面的研究工作。主持国家自然科学青年基金一项，省自然科学基金二项，温州市科技局项目2项。在国内外学术期刊上发表和录用论文50余篇，其中第一或通讯作者SCI收录30篇，EI期刊4篇，中文核心期刊5篇。

邮箱: liweiwoaini521@163.com; weili@wzu.edu.cn

电话：13506514071

教授课程

混凝土结构基本原理、混凝土结构设计、高层建筑结构、高等混凝土结构（硕研）

主要社会兼职

担任国际学术期刊ACI Structural Journal，Composites part B, Thin-Walled Structures , The Structural Design of Tall and Special Buildings，Journal of Building Engineering, Structures, Structural concrete等审稿人；并担任国际期刊Journal of Modern Industry and Manufacturing编委。为国家自然科学基金、广东省自然科学基金等函评专家。

    大学开始受教育经历

·           2001.09－2005.06，南昌大学 土木工程（建筑工程方向）本科

·           2005.09－2008.01，南昌大学 结构工程 硕士

·           2008.08－2011.12，西安建筑科技大学 土木工程 博士

·           研究项目

·           主持国家自然科学青年基金“组合梁-高强连续复合螺旋箍砼柱框架地震损伤过程试验与模拟研究，项目编号：51308419（2014.1~2016.12）”，结题。

·           主持浙江省自然科学青年基金“高性能钢-混凝土组合框架地震灾变过程试验与模拟研究，项目编号：LQ13E080005（2013.1~2015.12）”，结题。

·           主持浙江省自然科学基金-公益项目“可拆卸装配式RC梁柱节点抗震性能及设计方法研究，项目编号：LGF22E080004（2022.1~2024.12）”，在研。

·           主持企事业单位委托项目“可拆卸装配式RC节点受力性能研究，项目编号：2021-017K（2021.04~2024.08）”，在研。

·           主持温州市科技项目“预制装配式钢梁-PHC管柱混合节点关键技术研究，项目编号：S20150016（2016.1~2017.12）”，结题。

·           参与国家自然科学基金“FRP约束钢管再生混合混凝土柱力学性能及设计方法研究，（2017.1~2019.12）”排名第二

·           参与国家自然科学基金“大型结构动态位移全天候摄像测量环境影响及数据融合研究

（2013.1~2015.12）”排名第二

·           参与省级教学建设与研究项目“BIM技术在土木工程实践课程中的应用——以工程造价课程为例（2013.9~2015.9）”排名第二

科研成果

代表论文目录：

[1] Wei Li, Qing-ning Li, Wei-shan Jiang, Lei Jiang(2011). Seismic performance of composite reinforced concrete and steel moment frame structures-state-of-the-art [J]. Composites Part B:Engineering, 42(2):190-206(SCI检索)

[2] Wei Li, Qing-ning Li, Wei-shan Jiang(2012). Nonlinear FE analysis of behaviors of steel beam-continuous compound spiral stirrups reinforced concrete column frame structures. The Structural Design of Tall and Special Buildings, doi: 10.1002/tal. 758 (SCI检索)

[3] Wei Li, Qing-ning Li(2012). Performance-Based Seismic Design of Complicated Tall Building Structures beyond the Code-Specification [J].The Structural Design of Tall and Special Buildings, 21:578-591(SCI检索)

[4] Wei Li, Qing-ning Li, Wei-shan Jiang(2012). Parameter study on composite frame consisted of steel beam-reinforced concrete column. Journal of Constructional Steel Research, 77:145-162 (SCI检索)

[5] Wei Li, Qing-ning Li(2012). Seismic performance of L-shape RC shear wall subjected to cyclic loading [J].The Structural Design of Tall and Special Buildings, 21:855-866 (SCI检索)

[6] Wei Li, Qing-ning Li, Junliang Zhao. Experimental Study of T-Shaped RC Shear Wall Subjected to cyclic Loading[J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering,2018, 42(2):191-198(SCI检索）

[7] Wei Li, Linzhu Sun*, Junliang Zhao, Pengfei Lu, Fang Yang. Seismic Performance of Reinforced Concrete Columns Confined With Two Layers of Stirrups. The Structural Design of Tall and Special Buildings, 2018, 27(12):1279-1291, https://doi.org/10.1002/tal.1484, 2018(SCI检索）

[8] Wei Li, Linzhu Sun*, Fang Yang, Kejia Yang. Axial Compressive Behavior of Special-shaped Steel Fiber-reinforced-concrete Columns. Proceedings of the Institution of Civil Engineers – Structures and Buildings, 2019 172(2):81-98, https://doi.org/10.1680/jstbu.17.00118, 2019(SCI检索）

[9] Linzhu Sun, Wei Li*.  Cyclic behavior of reinforced concrete columns confined with two layers of stirrups. Structural Concrete,2019, 20(4): 1279-1291,  https://doi.org/10.1002/suco.201800229, 2019(SCI检索）

[10] Wu LJ, Li W*, Yu XN*. Time-dependent chloride penetration in concrete in marine environments. Construction and Building Materials, 2017, 152: 406–413 (中科院二区SCI检索,第一通讯作者）

[11] Yu XN, Qian CX, Sun LZ, He ZH, Li W*, Wu LJ*. Preparation of biological magnesium phosphates nanoparticles and their binding properties. Romanian Journal of Materials, 2017, 47 (2): 143 – 146(SCI检索, 通讯作者）

[12] Wei Li, Jingang Xiong, Linjie Wu, Kejia Yang. Experimental study and numerical analysis on seismic behavior of composite RCS frames. Structural Concrete, 21(5): 2044-2065, 2020, https://doi: 10.1002/suco.201900068(SCI检索）.

[13] Sun LZ, Wei ZZ, Li W*, Xiang JH. Seismic behaviour of cross-shaped steel fibre reinforced concrete columns. Archives of Civil and Mechanical Engineering, 20, 126 (2020). https://doi.org/10.1007/s43452-020-00118-x(SCI检索）

[14] Yang KJ, Dai T, Li W*, Hung B. Experimental investigation of seismic behavior of confined cavity walls retrofitted with reactive powder concrete overlays. Structural Concrete, 21(1): 184-198, 2020，https://doi.org/10.1002/suco.201800243 (SCI检索,通讯作者）

[15] Wei Li, Heng Ye, Qin Wang, Hengjun Liu, Tao Ding, Bin Liu. Experimental study on the seismic performance of RCS joints. Journal of Building Engineering, 49: 104082, 2022, https://doi: 10.1016/j.jobe.2022.104082(SCI检索）.

[16] Wei Li, Heng Ye, Hengjun Liu, Baixi Chen. Development and testing of demountable RC column-to-steel beam connections under cyclic loading. Soil Dynamics and Earthquake Engineering, 159: 107342, 2022, https://doi.org/10.1016/j.soildyn.2022.107342(SCI检索）

[17] Sun LZ, Wu WJ, Li W*. Analysis on axial compressive capacity of hybrid fiber cement-based composites encased CFST columns. Archives of Civil and Mechanical Engineering, (2022). https://doi.org/10.1007/s43452-022-00517-2 (SCI检索, 通讯作者）

[18] Wei Li, Heng Ye, Linzhu Sun*. Experimental Study on Seismic Behavior of T-shaped Steel Fiber Reinforced Concrete Columns. Structural Concrete, 2023, 24(1): 612-633. (SCI检索）.

[19] Wei Li, Huaming Jiang, Linfeng Li, Linzhu Sun, Baixi Chen. Seismic behavior of hybrid fiber cement-based composites encased CFST columns. Journal of Building Engineering, 49: 106625, 2023, https://doi: 10.1016/j.jobe.2023.106625(SCI检索）.

[20] Wei Li, Zhexiong Wang, Linfeng Li, Tiansheng Du, Linzhu Sun. Experimental study on axial compression of hybrid fiber cement-based composite column with circular cross section. Structures, 2023,53: 664-676,  https://doi.org/10.1016/j.istruc.2023.04.061 (SCI检索）.

[21] Wei Li, Zhexiong Wang, Linfeng Li, Linzhu Sun. Cyclic tests and finite element analysis on hybrid fiber–cement-based composite encased CFST columns, Structures, 2023,58: 105591,  https://doi.org/10.1016/j.istruc.2023.105591  (SCI检索）.

[22] Wei Li, Zhexiong Wang, Weiji Wu, Linzhu Sun, Baixi Chen. Axial compressive performance of hybrid fiber cementitious composite-encased CFST columns. Materials Today Commuications, 2023,35: 106044, https://doi.org/10.1016/j.mtcomm.2023.106044 (SCI检索）.

[23] Cai JG, Deng Z, Li W. Numerical Study on Seismic Behavior of Demountable Joints Consisting of Reinforced Concrete Columns and Steel Beams. Buildings. 2023; 13(10):2558. https://doi.org/10.3390/buildings13102558 (SCI检索).

[24] Li W, Wang ZX, Lin XC, Chen LM, Chen BX. Study of the Seismic Behavior of Simplified RCS Joints via Nonlinear Finite Element Analysis. Buildings. 2023; 13(11):2718. https://doi.org/10.3390/buildings13112718 (SCI检索).

[25] Li W, Fan H-T, Ye H, Lin X-C, Chen L-M. Finite Element Analysis and Parametric Study of Panel Zones in H-Shaped Steel Beam–Column Joints. Buildings. 2023; 13(11):2821. https://doi.org/10.3390/buildings13112821 (SCI检索).

[26] Wei Li, Zhexiong Wang, Linfeng Li, Linzhu Sun. Seismic performance and damage analysis of steel-PVA hybrid fiber cementitious composites encased CFST columns. Journal of Building Engineering, 86: 108771, 2024, https://doi: doi.org/10.1016/j.jobe.2024.108771 (SCI检索).

[27] Li W, Fan H-T, Jiang HM, Chen Y. Seismic Behavior of Demountable Reinforced Concrete (RC) Beam-to-Column Joints with Damage-Control Fuses. Buildings. 2024; 14(1):20. https:// doi.org/10.3390/buildings14010020 (SCI检索).

[28] Wei Li, Feng Chen, Kaiwen Cen, Zhexiong Wang, Linfeng Li, Linzhu Sun*. Experimental and simulation study on seismic performance of steel-PVA hybrid fiber cementitious composites-encased CFST. Structural Concrete, 2024. (SCI检索）https:// doi.org/10.1002/suco.202300714

[29] Wei Li, Rui He, Linzhu Sun, Kejia Yang, Junliang Zhao, Seismic performance of composite reinforced concrete and steel moment frame structures using pushover analysis, Journal of Structural Engineering, 2018, 44(6): 560-567. (EI期刊检索）

[30] Wei Li, Kejia Yang, Lingjie Wu, Xiaoniu Yu, Lianmeng Chen, Numerical study on composite CCSTRCS frame structures under cyclic loading, Journal of Structural Engineering, 2018, 44(6): 637-648. (EI期刊检索）

[31] Wei Li，Linzhu Sun，Kejia Yang，Displacement-based Design of Frames Consisting of Composite Beams and RC Columns，The Open Civil Engineering Journal，2015,9:811~825(EI期刊检索）.

[32] Wei Li，Linzhu Sun，Kejia Yang，Lei Wang，Dongyan Wu，Xiaoqiang Ye，Local Damage Indices of Frames Consisting of Composite Beams and RC Columns. The Open Civil Engineering Journal，2016,10:1~13(EI期刊检索）

[33] Wei Li*, Lei Jiang, Linzhu Sun (2012). Effective stiffness of rectangular confined concrete columns with continuous compound spiral hoop. Applied Mechanics and Materials, 166(169 ): 674-679. (EI检索）

[34] 李桅, 孙林柱, 杨克家，谢子令.高强螺旋箍筋约束高强混凝土柱承载性能计算分析. 建筑技术, 2015, 46（10）: 949-952 (中文核心）

[35] 李桅, 李青宁. 多肢剪力墙自振频率传递矩阵法简化计算. 地震工程与工程振动. 2010，30(2): 99－104 (CSCD核心）.

[36] 汪小平,何芮，李桅*，孙林柱，高轮浩. 钢梁-混凝土柱框架结构抗震性能研究进展. 四川建筑科学研究. 2015，41(5): 89－92 (中文核心，通讯作者）.

[37] 汪小平,高轮浩，李桅*，孙林柱，何芮. 建筑结构地震损伤模型的研究进展. 四川建筑科学研究. 2015，41(4): 1－6(中文核心，通讯作者）.

[38] 付婷婷，李桅*，蒋中华. 钢纤维长径比对水泥基复合材料力学性能的影响. 混凝土. 2016，12: 18－21(中文核心，通讯作者）.

[39] 王勤，李桅*，杨克家，姜维山. 楼板对RCS框架抗震性能影响的理论分析及改进措施研究. 建筑钢结构进展.2020, 22(06):56-68. (CSCD核心，通讯作者）.

代表专利目录：

[1] 李桅，姜华明，林旭川，王浙雄，叶恒. 一种抗震韧性装配式RC梁柱节点. 实用新型专利号：ZL202123075803.8，2022年5月.

[2] 李桅，王浙雄，林旭川，姜华明，叶恒. 一种开合式抗震耗能型装配式梁柱节点. 实用新型专利号：ZL202123075755.2，2022年5月.