姓名： 倪向勇
职称： 副教授
研究方向： 建筑结构抗震、可恢复功能防震结构、装配式结构，智能防灾减灾
联系方式：nxyhcgc@shu.edu.cn
工作经历
2024.02至今，上海大学，力学与工程科学学院，副教授
2023.11-2024.01，同济大学，土木工程学院，副研究员
2020.07-2023.10，同济大学，土木工程学院，博士后，合作导师：吕西林院士
学习经历
2016.09-2020.06，东南大学，土木工程学院，土木工程专业，获博士学位，导师：曹双寅教授
2018.10-2019.10，渥太华大学，土木工程系，联合培养博士生，导师：Hassan Aoude教授
2013.9-2016.6，西南交通大学，土木工程学院，结构工程专业，获硕士学位；
2009.9-2013.6，河南工业大学，土木工程学院，土木工程专业，获学士学位，导师：郑德乾教授
获奖及荣誉称号
（1）2020 入选人力资源和社会保障部、全国博士后管委会设立的“博士后创新人才支持计划”
（2）2020 入选“上海超级博士后计划”
代表性学术论文(*为通讯作者)
[1] Xiangyong Ni, Shuangyin Cao, Shuai Liang, et al. High-strength bar reinforced concrete walls: Cyclic loading test and strength prediction [J]. Engineering Structures, 2019, 198: 109508. (SCI，JCR Q1区)
[2] Xiangyong Ni, Qingsong Xiong, Qingzhao Kong, Cheng Yuan. Deep HystereticNet to predict hysteretic performance of RC columns against cyclic loading [J]. Engineering Structures, 2022, 273: 115103. (SCI，JCR Q1区)
[3] Xiangyong Ni, Bin Zhao, Qiang Zhang, Xilin Lu. Seismic performance and flexural strength prediction of high-strength bar reinforced UHPFRC walls under high axial load ratio. Journal of Building Engineering, 2024, 87: 109053. (SCI，JCR Q1区)
[4] Xiangyong Ni*, Qiang Zhang, Yizhu Li. Cyclic test and numerical analysis of the seismic performance of concrete columns reinforced by HRB600 steel bars [J]. Journal of Building Engineering, 2022, 50: 104211. (SCI，JCR Q1区)
[5] Xiangyong Ni*, Yizhu Li, Yonghui Hou. Hysteretic behavior of high-strength bar reinforced concrete columns under cyclic loading [J]. Bulletin of Earthquake Engineering, 2023, 21(4): 2309-2335 (SCI，JCR Q1区)
[6] Xiangyong Ni, Shuangyin Cao*, Yizhu Li, et al. Stiffness degradation of shear walls under cyclic loading: experimental study and modelling[J]. Bulletin of Earthquake Engineering, 2019: 1-34. (SCI，JCR Q1区)
[7] Xiangyong Ni*, Kangkang Duan. Machine Learning-Based Models for Shear Strength Prediction of UHPFRC Beams[J]. Mathematics, 2022, 10(16): 2918. (SCI，JCR Q1区)
[8] Xiangyong Ni*, Nan Lu. Cyclic Tests on T-shaped Concrete Walls Built with High-strength Reinforcement, Journal of Earthquake Engineering, 2022, 26(11): 5721-5746. (SCI，JCR Q2区)
[9] Xiangyong Ni, Bin Zhao. Failure modes of reinforced concrete walls under cyclic loading: Experimental study and prediction method[J]. Structures, 2022, 37: 1019-1032. (SCI，JCR Q2区)
[10] Xiangyong Ni, Bin Zhao. Predicted compressive stress-strain model for high-strength stirrup confined concrete[J]. Structures, 2022, 52: 933-945. (SCI，JCR Q2区)
[11] Xiangyong Ni, Shuangyin Cao, Yonghui Hou. Hysteretic model of shear walls built with high-strength reinforcement [J]. Structural Concrete, 2021, 22(3): 1378-1395. (SCI，JCR Q2区)
[12] Xiangyong Ni, Cheng Yuan, Yizhu Li. Experimental and Analytical Study on Eccentric compressive Behavior of Concrete Columns Strengthened with High-strength Reinforcement of HRB600. Advances in Structural Engineering, 2023, 26(3): 428-447. (SCI，JCR Q3区)
[13] Xiangyong Ni, Shuangyin Cao, Hassan Aoude. Seismic performance of concrete walls reinforced by high-strength bars: cyclic loading test and numerical simulation [J]. Canadian Journal of Civil Engineering, 2021, 48(11): 1481-1495. (SCI，JCR Q3区)
[14] Xiangyong Ni*. Hysteretic behavior of T-shaped walls reinforced by high-strength bars: cyclic loading tests and modelling. Structures, 2021, 33: 1376-1393. (SCI，JCR Q2区)
[15] Xiangyong Ni, Shuangyin Cao, Li Y, et al. Shear strength prediction of reinforced concrete walls[J]. The Structural Design of Tall and Special Buildings, 2019, 28(6): e1599. (SCI，JCR Q2区)
[16] Xiangyong Ni, Shuangyin Cao. Shear lag analysis of I‐shaped structural members[J]. The Structural Design of Tall and Special Buildings, 2018, 27(10): e1471. (SCI，JCR Q2区)
[17] Xiangyong Ni, Shuangyin Cao, Chengqing Liu. Shear lag and effective flange width of T-shaped short-leg shear walls[J]. Journal of Engineering Research, 2018, 6(1): 31-52. (SCI，JCR Q4区)
[18] LinLin Li, Zhang J, Li R, Xiangyong Ni*. Design oriented shear strength prediction model of UHPFRC beams[J]. Structures. Elsevier, 2023, 57: 105287. (SCI，JCR Q2区，通讯作者)
科研项目
(1).中国博士后科学基金（博新计划），高强钢筋-超高性能纤维混凝土剪力墙抗震性能与设计方法（BX20200246），研究期限：2020.07-2023.06，研究经费：63万；
(2).国家自然科学基金青年项目，新型可更换墙脚部件的UHPC自复位墙抗震性能研究（52308523），研究期限：2024.01-2026.12，研究经费：30万；
(3).江苏省普通高校研究生科研创新计划，600MPa级钢筋混凝土剪力墙抗震性能试验研究(KYCX18_0108)， 研究期限：2018.06-2020.06，研究经费：3万；
(4).东南大学混凝土及预应力混凝土结构教育部重点实验室开放课题，高强钢筋-UHPC粘结滑移性能研究，研究期限：2021.06-2023.06，研究经费：3万;
(5).上海市杨浦区博士后创新实践基地科研项目，预制装配式加装电梯井道结构方案开发及设计方法研究，研究期限：2021.06-2022.06，研究经费：40万。
