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Ning Li
Ning Li
Professor, School of Civil Engineering, Tianjin University
Verified email at tju.edu.cn - Homepage
Title
Cited by
Cited by
Year
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test
D Zhang, N Li, ZX Li, L Xie
Soil Dynamics and Earthquake Engineering 138, 106350, 2020
362020
Experimental study on the interaction between water and cylindrical structure under earthquake action
ZX Li, K Wu, Y Shi, L Ning, D Yang
Ocean Engineering 188, 106330, 2019
302019
Vector-intensity measure based seismic vulnerability analysis of bridge structures
NL Zhong-xian Li, LIli Xie
Earthquake Engineering and Engineering Vibration 13 (4), 695-705, 2014
282014
Coordinative similitude law considering fluid‐structure interaction for underwater shaking table tests
ZX Li, K Wu, Y Shi, N Li, Y Ding
Earthquake Engineering & Structural Dynamics 47 (11), 2315-2332, 2018
232018
Rapid repair of RC bridge columns with prestressed stainless-steel hoops and stainless-steel jackets
D Zhang, N Li, ZX Li, L Xie
Journal of Constructional Steel Research 177, 106441, 2021
222021
Experimental investigation and confinement model of composite confined concrete using steel jacket and prestressed steel hoop
D Zhang, N Li, ZX Li, L Xie
Construction and Building Materials 256, 119399, 2020
182020
A fiber-section model based Timoshenko beam element using shear-bending interdependent shape function
N Li, Z Li, L Xie
Earthquake Engineering and Engineering Vibration 12 (3), 421-432, 2013
162013
Seismic performance of precast segmental concrete-filled steel-tube bridge columns with internal and external energy dissipaters
D Zhang, N Li, ZX Li
Journal of Bridge Engineering 26 (11), 04021085, 2021
152021
Improving model-based compensation method for real-time hybrid simulation considering error of identified model
Z Zhou, N Li
Journal of Vibration and Control 27 (21-22), 2523-2535, 2021
152021
Energy dissipation and resilience of precast segmented concrete-filled steel tube self-centering column: Parameter study and design methodology
D Zhang, N Li, S Zhang
Engineering Structures 244, 112747, 2021
142021
Seismic vulnerability analysis of reinforced concrete bridge piers based on vector-valued intensity measure
L Ning, L Yang, LI Zhong-xian
工程力学 33 (1), 58-63, 71, 2016
142016
A damage model for reinforced concrete members based on material damage
LI Zhong-xian, C Yu, L Ning
工程力学 31 (6), 53-59, 2014
132014
Reinforcement learning control method for real‐time hybrid simulation based on deep deterministic policy gradient algorithm
N Li, J Tang, ZX Li, X Gao
Structural Control and Health Monitoring 29 (10), e3035, 2022
122022
基于向量 IM 的钢筋混凝土桥墩地震易损性分析
李宁, 李杨, 李忠献
工程力学 33 (1), 58-63, 2016
122016
A novel wind resistance sliding support with large sliding displacement and high tensile strength for metal roof system
Q Min, N Li, Y Zhang, Q Lu, X Liu
Engineering Structures 243, 112670, 2021
102021
Deformation analysis model and validation for precast segmental concrete filed steel tube self-centering bridge column
LI Ning, Z Shuang-cheng, LI Zhong-xian, XIE Li-li
工程力学 37 (4), 135-143, 2020
102020
近断层竖向地震动特征统计分析
李宁, 刘洪国, 刘平, 李忠献, 谢礼立
土木工程学报 53 (10), 120-128, 2020
102020
基于材料损伤的钢筋混凝土构件损伤模型
李忠献, 陈宇, 李宁
工程力学 31 (6), 53-59, 2014
102014
Time-delay tracing based adaptive compensation algorithm for real-time hybrid testing
L Ning, Z Zi-hao, LI Zhong-xian
工程力学 36 (7), 38-47, 2019
92019
三维波流耦合水槽模拟模型
丁阳, 马瑞, 李宁
工程力学 32 (10), 68-74, 2015
92015
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