详情 江南的注册网址_江南软件合法
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李翔宇

基础信息

李翔宇,女,汉族,19944月生,山东菏泽人,中共党员,工学博士,讲师,土木教研室教学秘书。发表高水平学术期刊论文20余篇,授权国家发明专利3项。主持中国博士后科学基金面上项目、江南的注册网址科研启动基金项目。邮箱:xiangyuli14@bjfu.edu.cn

学习工作经历:

20119-20157月,青岛理工大学土木工程学院 工学学士;

20159-20217月,北京工业大学城市建设学部 工学博士;

201910-202010月,美国北德克萨斯大学 联合培养博士;

20217月至今,江南的注册网址水土保持学院土木系 讲师

研究方向

主要从事高性能钢-混凝土组合结构、高性能建筑材料等方向的研究工作。

主讲课程

建筑工程经济、土木工程测试技术、混凝土结构原理

科研项目

1)中国博士后科学基金面上项目,主持,高强钢筋高性能混凝土组合剪力墙抗震机理及可恢复性能,2022.7-2024.7

2)江南的注册网址新进教师科研启动基金项目,主持,高强钢筋高性能混凝土剪力墙抗震及震后可恢复性能研究,2022.6-2023.12

3)国家自然科学基金面上项目,参与,高强钢筋高性能混凝土梁柱构件受力机理研究,2018.12021.12

成果奖励

2022,江南的注册网址教育教学研究论文优秀奖

2021,北京工业大学优秀博士学位论文

2020,博士研究生国家奖学金

发表论文

第一作者(通讯作者)文章:

  1. Li Xiangyu*, Zhang Jianwei*, Cao Wanlin, Zhu Yuxuan. Seismic behavior of steel fiber reinforced high strength concrete shear walls with different embedded steel configurations[J].Journal of Building Engineering, 2022, 53, 104551.Q1

  2. Li Xiangyu, Zhang Jianwei*, Cao Wanlin. Hysteretic behavior of high-strength concrete shear walls with high-strength steel bars: Experimental study and modelling[J].Engineering Structures, 2020, 214: 110600.Q1,被引17次)

  3. Li Xiangyu, Zhang Jianwei*, Liu Juan, Cao Wanlin. Bond behavior of spiral ribbed ultra-high strength steel rebar embedded in plain and steel fiber reinforced high-strength concrete[J].KSCE Journal of Civil Engineering, 2019, 23(10): 4417-4430.Q3,被引12次)

  4. Zhang Jianwei,Li Xiangyu*, Cao Wanlin, Yu Cheng. Cyclic behavior of high-strength concrete shear walls with high-strength reinforcements and boundary CFST columns[J].Journal of Constructional Steel Research, 2021, 182: 106692.Q1

  5. Zhang Jianwei*,Li Xiangyu*, Cao Wanlin, Yu Cheng. Seismic behavior of composite shear walls incorporating high-strength materials and CFST boundary elements[J].Engineering Structures, 2020, 220: 110994.Q1,被引9次)

  6. Zhang Jianwei*,Li Xiangyu*, Cao Wanlin, Yu Cheng. Cyclic behavior of steel tube-reinforced high-strength concrete composite columns with high-strength steel bars[J].Engineering Structures, 2019, 189: 565-579.Q1,被引24次)

  7. Qiao Qiyun,Li Xiangyu*, Cao Wanlin, Dong Hongying. Seismic behavior of specially shaped concrete-filled steel tube columns with multiple cavities[J].Structural Design of Tall and Special Buildings, 2018, 27(12): e1485, 1-15.Q3,被引9次)

部分参与发表文章:

  1. Zhang Jianwei, Tao Xinyi*,Li Xiangyu, Zhang Yunyi. Analytical and experimental investigation of the bond behavior of confined high-strength recycled aggregate concrete[J].Constructional and building materials, 2022, 315: 125636.

  2. Liu Juan, Zhang Jianwei*,Li Xiangyu, Cao Wanlin. Cyclic behavior of damage-controllable steel fiber reinforced high-strength concrete reduced-scale frame structures[J].Engineering Structures, 2021, 232: 111810.

  3. Zhang Jianwei*, Liu Juan,Li Xiangyu, Cao Wanlin. Seismic behavior of steel fiber-reinforced high-strength concrete mid-rise shear walls with high-strength steel rebar [J]. Journal of Building Engineering, 2021, 42: 102462.

  4. Liu Juan, Zhang Jianwei*,Li Xiangyu, Cao Wanlin. Cyclic Behavior of Damage-controllable Steel Fiber-reinforced High-strength Concrete Frame-shear Wall Structures [J]. Journal of Earthquake Engineering, 2021, 1997841.

  5. Qiao Qiyun, Cao Wanlin*,Li Xiangyu, Dong Hongying, Zhang Wenwen, Yin Fei. Seismic behavior of shear walls with boundary CFST columns and embedded multiple steel plates: Experimental investigation[J]. Engineering Structures, 2018, 160: 243-256.

  6. Qiao Qiyun, Wu Haipeng, Cao Wanlin*,Li Xiangyu, Weibiao Yang. Seismic behavior of bifurcated concrete filled steel tube columns with a multi-cavity structure [J]. Journal of Vibroengineering. 2017, 19(8): 6222-6241.

  7. Qiao Qiyun, Cao Wanlin*, Qian Zhiwei,Li Xiangyu,Zhang Wenwen, Liu Wenchao. Cyclic behavior of low rise concrete shear walls containing recycled coarse and fine aggregates [J]. Materials, 2017, 10(12): 1400.

  8. 张建伟*,李晨,李翔宇,曹万林,冯曹杰. HRB600级钢筋高强混凝土柱抗震性能试验研究[J].土木工程学报, 2019, 52(8): 6-17.

  9. 张建伟*,刘娇,李翔宇,曹万林,申朝旭. HRB600级钢筋预制管高强混凝土柱偏压性能试验研究[J].北京工业大学学报, 2019, 45(11): 1041-1049.

  10. 武海鹏,乔崎云,曹万林*,殷飞,李翔宇.不同构造异形截面多腔钢管混凝土分叉柱抗震性能试验[J].土木工程学报, 2018, 51(06): 23-31+42.

  11. 武海鹏,乔崎云,曹万林*,殷飞,李翔宇.轴拉力作用下异形截面多腔钢管混凝土巨型分叉柱抗震性能试验研究[J].建筑结构学报, 2018, 39(07): 84-94.

  12. 乔崎云,梁旭,曹万林*,武海鹏,殷飞,李翔宇.多腔钢管混凝土分叉柱力学性能有限元分析[J].哈尔滨工业大学学报, 2017, 49(12): 75-81.



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