姓    名：包宇

性    别：男

出生年月：1989.03

职    称：副教授

学    历：博士

电    话：13871508953

邮    箱：bao.yu@whut.edu.cn

教育背景：

2007.09-2011.06，华中科技大学，土木工程，学士

2011.09-2014.03，华中科技大学，结构工程，硕士

2014.09-2017.12，加拿大麦克马斯特大学 (McMaster University) ，结构工程，博士

工作经历：

2018.01-2018.09，麦克马斯特大学，博士后

2019.03-至今，版权所有: 天游ty8检测中心·(中国)登录入口-App Store，教师

主要研究领域：

·地震工程；

·结构动力学；

·基础隔震与减震控制；

·非结构构件抗震性能。

主要成果简述：

主要进行工程结构减隔震，结构动力学以及非结构构件抗震性能等方面的研究工作，已发表期刊论文9篇。博士期间对摩擦摆隔震支座的极限受力情况进行了理论分析与试验研究，其成果发表于工程抗震领域著名学术刊物Earthquake Engineering and Structural Dynamics以及结构工程领域顶级期刊ASCE Journal of Structural Engineering。同时也受邀担任多个国际期刊的同行评审专家，包括Earthquake Engineering and Structural Dynamics， Soil Dynamics and Earthquake Engineering， Engineering Structures， Journal of Earthquake Engineering，Journal of Vibration and Control，Structures等。

主要代表性论著：

博士学位论文

Bao, Y. Experimental and Numerical Study On The Extreme Behavior of Sliding Isolation Bearings. PhD thesis, 2017, McMaster University, Hamilton, ON, Canada. http://hdl.handle.net/11375/22652.

期刊论文(本人姓名加黑，通讯作者标星号)

1. Bao, Y*. Modeling Dynamic Behavior of Stacked Sliding-Rocking Rigid Blocks Subjected to Base Excitation. International Journal of Structural Stability and Dynamics, 2020, 20(5): 2050070.

2. Bao, Y and Konstantinidis, D*. Dynamics of a sliding‐rocking block considering impact with an adjacent wall. Earthquake Engineering and Structural Dynamics, 2020, 49(5): 498-523.

3. Bao, Y* and Becker T. Three-dimensional double friction pendulum bearing model including uplift and impact behavior: Formulation and numerical example. Engineering Structures, 2019, 199: 109579.

4. Bao Y, Becker TC*, Sone T and Hamaguchi H. To limit forces or displacements: Collapse study of steel frames isolated by sliding bearings with and without restraining rims. Soil Dynamics and Earthquake Engineering, 2018, 112: 203-214.

5. Bao, Y and Becker TC*. Inelastic response of base-isolated structures subjected to impact. Engineering Structures, 2018, 171: 86-93.

6. Bao Y and Becker TC*. Effect of Design Methodology on Collapse of Friction Pendulum Isolated Moment-Resisting and Concentrically Braced Frames. ASCE Journal of Structural Engineering, 2018, 144(11): 04018203.

7. Bao Y, Becker TC*, Sone T and Hamaguchi H. Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings. Earthquake Engineering and Structural Dynamics, 2018, 47(4): 906-924.

8. Becker TC*, Bao Y and Mahin SA. Extreme behavior in a triple friction pendulum isolated frame. Earthquake Engineering and Structural Dynamics, 2017, 46(15): 2683-2698. (Most downloaded articles published in EESD in 2017).

9. Bao Y, Becker TC* and Hamiguchi H.Failure of double friction pendulum bearings under pulse‐type motions. Earthquake Engineering and Structural Dynamics, 2017, 46(5): 715-732.