• 李桅,男,198111月,工学博士,副教授。2011年博士毕业于西安建筑科技大,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。主持完成国家自然科学基金及省自然科学基金各,在国内外学术期刊上发表论文20余篇,其中SCI收录10篇,EI期刊4,中文核心期刊5篇。

    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

    主要社会兼职

    担任国际SCI学术期刊ACI Structural Journal,Composites part B, Thin-Walled Structures , The Structural Design of Tall and Special Buildings,Proceedings of the Institution of Civil Engineers-Structures and Buildings等审稿人;担任美国期刊American Journal of Civil Engineering编委。

       大学开始受教育经历

    · 2001.092005.06,南昌大学 土木工程(建筑工程方向)本科

    · 2005.092008.01,南昌大学 结构工程 硕士

    · 2008.082011.12,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:513084192014.1~2016.12)”。

    · 主持浙江省自然科学基金“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:LQ13E0800052013.1~2015.12)”。

    · 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:S201500162016.1~2017.12)”。

    · 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

    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, 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, https://doi.org/10.1680/jstbu.17.00118, 2018(SCI检索)

    [9] Sun LZ, Li W*. Cyclic behavior of reinforced concrete columns confined with two layers of stirrups. Structural Concrete, In press (SCI检索,通讯作者)

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

    [11] 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)

    [12] 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)

    [13] 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).

    [14] 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

    [15] 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)

    [16] 李桅, 孙林, 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, 4610: 949-952 (中文核心

    [17] 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): 99104 (CSCD核心.

    [18] 小平,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): 8992 (中文核心,通讯作者.

    [19] 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): 16(中文核心,通讯作者.

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