姓  名

盖盼盼

出生年月


政治面貌

党员

最高学位

博士

职  称

副教授

任职年月


职  务


任职年月


所在学科

防灾减灾/力学

博导/硕导

硕导

学习与工作经历


2021年毕业于东南大学 土木工程 博士
2018年-2020年美国University of Illinois at Urbana-Champaign

学术与社会任职


中国振动工程学会结构动力学专业委员会会员,江苏省地震学会青年科技委员会委员,美国土木工程师协会会员,美国机械工程师学会‌会员,等。

担任Journal of Engineering Mechanics-ASCE、Engineering Structures、Mechanical Systems and Signal Processing、Journal of Sound and Vibration、Soil Dynamics and Earthquake Engineering、Structures等多家SCI期刊审稿人。


主讲课程


本科生课程:《工程结构振动控制》、《材料力学》、《结构力学》、《结构韧性与智能防灾》等

留学本科生课程:《Vibration Control of Engineering Structures》、《Design of Concrete Structures》


研究领域


[1] 结构振动控制(主被动减隔振、震振双控)

[2] 智能减振材料与结构

[3] 机器学习与智慧防灾

[4] 减振超材料与声子晶体


科研项目


[1] 国家自然科学基金青年科学基金项目,主持

[2] 江苏省自然科学基金青年基金项目,主持

[3] 中国博士后科学基金面上项目,主持

[4] 科技部重大基础设施智慧防灾“一带一路”实验室开放课题,主持

[5] 国家自然科学基金面上项目,项目骨干

[6] 江苏省前沿引领技术基础研究重大项目,任务负责人

[7] 国家自然科学基金面上项目,项目骨干

[8] 国家重点研发计划,项目骨干

[9] 江苏省重点研发计划,项目骨干


主要论著


在ASCE学会会刊《Journal of Structural Engineering》、《Journal of Engineering Mechanics》、《Journal of Bridge Engineering》、机械工程顶刊《Mechanical Systems and Signal Processing》、结构工程顶刊《Engineering Structures》、地震工程权威期刊《Soil Dynamics and Earthquake Engineering》、动力学权威期刊《Nonlinear Dynamics》、《Journal of Vibration and Control》、《International Journal of Structural Stability and Dynamics》、振动工程学报等发表SCI/EI论文30余篇,部分列出如下。

A training-efficient Wiener-type neural network modeling approach for structural dynamic response prediction. International Journal of Structural Stability and Dynamics (2026).

Experimental and analytical research of a new metal-viscoelastic composite damper. International Journal of Non-Linear Mechanics (2026): 105425.

Experimental Investigations on Mechanical Properties and Cantilever Structure Vibration Mitigation Performance of a Rotationally Tunable Permanent Magnet MR Damper. International Journal of Structural Stability and Dynamics (2026): 2750365.

High-performance bidisperse magnetorheological fluids via combining modified carbonyl iron powder and octahedral/sheet-like Fe3O4 nanoparticles: preparation and cross-scale experimental validation for comprehensive performance. Physics of Fluids 38.2 (2026).

A novel two-state active tuned mass damper inerter control of high-flexibility long-span bridges. Journal of Structural Engineering 151.11 (2025): 05025005.

Performance enhancement of seismically protected buildings using viscoelastic tuned inerter damper. Actuators. Vol. 14. No. 8. MDPI, 2025.

A deep learning–based surrogate model for spatial-temporal temperature field prediction in subway tunnel fires via CFD simulation. Journal of Dynamic Disasters 1.1 (2025): 100002.

A Generalized Dynamic Analysis Method for the Linear Structural System with Viscoelastic Elements. International Journal of Structural Stability and Dynamics 24.23 (2024): 2450262.

Robust damping improvement against the vortex-induced vibration in flexible bridges using multiple tuned mass damper inerters. Engineering Structures 313 (2024): 118221.

A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures." Engineering Structures 304 (2024): 117648.

A generalized mechanical model with high-flexibility of viscoelastic damping materials and devices considering frequency and amplitude dependence effects. Engineering Structures 288 (2023): 116131.

Inerter location effect on the generalized tuned mass damper inerter control. Structures. Vol. 58. Elsevier, 2023. (Vol. 58, p. 105517). Elsevier.

Greenhouse gas emissions from US crude oil pipeline accidents: 1968 to 2020. Scientific Data 10.1 (2023): 563.

Development and validation of a nonlinear model to describe the tension–compression behavior of rubber-like base isolators. Journal of Engineering Mechanics 149.2 (2023): 04022104.

A reduced-order improved rational polynomial method for viscoelastically damped structures considering ambient temperature effect. Soil Dynamics and Earthquake Engineering 159 (2022): 107315.

A modified fractional-order derivative zener model for rubber-like devices for structural control. Journal of Engineering Mechanics 148.1 (2022): 04021119.

Seismic performance of viscoelastically damped structures at different ambient temperatures. Journal of Vibration and Control 27.23-24 (2021): 2819-2834.

Mitigation of vortex-induced vibration in bridges using semiactive tuned mass dampers. Journal of Bridge Engineering 26.6 (2021): 05021003.

Optimal design of tuned mass damper inerter with a Maxwell element for mitigating the vortex-induced vibration in bridges. Mechanical Systems and Signal Processing 148 (2021): 107180.

Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures. Soil Dynamics and Earthquake Engineering 139 (2020): 106396.

Gradient chain structure model for characterizing frequency dependence of viscoelastic materials. Journal of Engineering Mechanics-ASCE 146.9 (2020): 04020094.

Parameter determination of the tuned mass damper mitigating the vortex-induced vibration in bridges. Engineering Structures 221 (2020): 111084.

Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures. Soil Dynamics and Earthquake Engineering 130 (2020): 105998.

等


获奖情况


江苏省高校土木工程专业、智能建造专业青年教师讲课竞赛一等奖(1/1);
安徽省科学技术奖科技进步三等奖(5/6);
中国科技产业化促进会科技创新二等奖(6/15)。

发明专利


授权国家发明专利8项;
授权实用新型专利2项。

联系方式


Email: gai@ujs.edu.cn

研究生招生:欢迎热爱科研,具有力学、材料科学、土木工程、交通工程、计算机科学、控制工程等或相近教育背景(含交叉学科背景)的学生报考研究生!

长期与东南大学振动控制与智慧防灾团队、美国伊利诺伊大学厄巴纳香槟分校智能结构技术团队、东北大学振动力学与智慧防灾团队等紧密联系,鼓励并支持学生进一步深造!