正在/曾主持的研究课题
1. 国家自然科学基金面上项目,52378189,基于非完全拉力场的加劲钢板受剪屈曲后力学性能研究,2024.1-,主持;
2. 国家自然科学基金青年项目,51808436,钢板耗能墙控力防屈曲支撑新型抗侧力结构的抗震性能和设计方法研究,主持;
3. 陕西省自然科学基础研究计划,2019JQ-754,钢板墙控力支撑新型抗侧力结构的抗震性能研究,主持;
4.中国博士后基金资助项目,2014M552321,钢管约束型钢混凝土框架-钢板剪力墙结构的抗震性能,主持;
5. 重庆市博士后科研项目特别资助,xm2014090,钢管约束型钢混凝土框架-钢板剪力墙结构的抗震性能研究,主持;
代表性论文
1.张泽玉,田炜烽*,郝际平,樊春雷,余卫铮.基于非完全拉力场理论的钢板剪力墙通用三拉杆模型.建筑结构学报,2024,45(11):222-238.(T1级)
2.田炜烽.钢板剪力墙的非完全拉力场.建筑结构学报,2023,44(03):279-293.(T1级)
3.Weifeng Tian*, Yousufu Ma, Jeffrey W Berman. Uniform Strip Model of Steel Plate Shear Walls with Different Plate Thicknesses. Journal of Structural Engineering, 2021,147(11):04021172.(T1级)
4.Weifeng Tian*, Jiping Hao, Weihui Zhong. Buckling of stepped columns considering the interaction effect among columns. Journal of Constructional Steel Research,2021,177: 106416.(T1级)
5.田炜烽*,左进博,钟炜辉,郝际平.任意厚度非加劲钢板剪力墙与防屈曲钢板剪力墙的通用拉杆模型.建筑结构学报,2021,42(09):148-158. (T1级)
6.Weifeng Tian*, Jialiang Sun, Jiping Hao. Effective length factors of three- and two-segment stepped columns. Journal of Constructional Steel Research, 2021, 181: 0-106585.(T1级)
7.田炜烽*,孙嘉亮,郝际平.考虑柱间相互作用的阶形柱计算长度系数.建筑结构学报,2021,42(09):159-171.(T1级)
8.Weifeng Tian*, Xuhong Zhou, and Chunlei Fan. Effect of Internal Axial Loads on the Stability of Sway-Permitted Prismatic Columns. Journal of Constructional Steel Research. 2017,133: 300-309.(T1级)
9.Weifeng Tian*, Jiping Hao, and Chunlei Fan. Analysis of Thin Steel Plate Shear Walls Using the Three-Strip Model. Journal of Structural Engineering. 2016, 142(5):04015169. (T1级)
10.Weifeng Tian*, Yuanli Wu, and Xuhong Zhou. Stability of Sway-Inhibited Prismatic Columns Subjected to Internal Axial Loads. Practice Periodical on Structural Design and Construction-ASCE.2016,04016019.
授权专利
1.田炜烽.一种越层越跨控力防屈曲中心支撑结构. ZL201910477088.9;(发明专利)
2.田炜烽.一种越跨控力防屈曲中心支撑结构. ZL201910476566.4;(发明专利)
3.田炜烽.一种越跨控力防屈曲偏心支撑结构. ZL 201910477071.3;(发明专利)
4.田炜烽.一种越层越跨控力防屈曲偏心支撑结构. ZL 201910476570.0; (发明专利)