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Tang, Zhenyun / Li, Jiayu / Wang, Mingqiao / Wang, Xin / Yu, Chunyi / Li, Zhenbao (2024): Investigation on bearing resistance of thin-walled circular steel tube subjected to eccentric loading. Dans: Advances in Structural Engineering, v. 27, n. 8 (avril 2024).
https://doi.org/10.1177/13694332241253395
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Liu, Hao / Tang, Zhenyun (2024): Stability prediction method for real-time hybrid test system based on the measured dynamics of physical test system. Dans: Soil Dynamics and Earthquake Engineering, v. 176 (janvier 2024).
https://doi.org/10.1016/j.soildyn.2023.108305
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Dong, Xiaohui / Tang, Zhenyun / Du, Xiuli (2023): Implementation of real‐time hybrid simulation based on Python‐graphics processing unit computing. Dans: The Structural Design of Tall and Special Buildings, v. 32, n. 18 (octobre 2023).
https://doi.org/10.1002/tal.2055
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Liu, Hao / Tang, Zhenyun / Chen, Yanjiang / Du, Xiuli (2023): Frequency domain transfer function based multimodal design method for seismic mitigation of building structures. Dans: Structures, v. 51 (mai 2023).
https://doi.org/10.1016/j.istruc.2023.03.135
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Tang, Zhenyun / Sheng, Jingyu / Dong, Yue (2023): Effects of tuned liquid dampers on the nonlinear seismic responses of high-rise structures using real-time hybrid simulations. Dans: Journal of Building Engineering, v. 70 (juillet 2023).
https://doi.org/10.1016/j.jobe.2023.106333
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Tang, Zhenyun / Gao, Fukang / Liu, Haodong / Li, Yong (2023): Implementation of shaking table based offline hybrid testing through neural networks. Dans: Structures, v. 48 (février 2023).
https://doi.org/10.1016/j.istruc.2022.12.050
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Zhao, Yukun / Li, Zhenbao / Wang, Lihui / Tang, Zhenyun / Ma, Hua (2022): Experimental study on out-of-plane flexural behavior of steel-concrete-steel composite walls. Dans: Journal of Constructional Steel Research, v. 198 (novembre 2022).
https://doi.org/10.1016/j.jcsr.2022.107574
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Li, Yanna / Li, Zhenbao / Tang, Zhenyun / Xu, Liangyu / Wang, Wei / Yang, Xiaohong / Chen, Youfan (2023): Cyclic behavior of hollow-core precast shear walls subjected to different axial loads. Dans: Engineering Structures, v. 276 (février 2023).
https://doi.org/10.1016/j.engstruct.2022.115343
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Zhao, Yukun / Li, Zhenbao / Tang, Zhenyun / Ma, Hua (2022): Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect. Dans: Journal of Constructional Steel Research, v. 197 (octobre 2022).
https://doi.org/10.1016/j.jcsr.2022.107496
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Tang, Zhenyun / Liu, Hao / Dietz, Matt / Chatzigogos, Charisis T. / Du, Xiuli (2022): Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing. Dans: Bulletin of Earthquake Engineering, v. 20, n. 11 (juin 2022).
https://doi.org/10.1007/s10518-022-01429-5
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Li, Yanna / Li, Zhenbao / Tang, Zhenyun / Xu, Liangyu / Wang, Wei / Yang, Xiaohong / Chen, Youfan (2022): Seismic behaviour of a novel hollow-core precast shear wall with cast-in-situ boundary elements. Dans: Journal of Building Engineering, v. 52 (juillet 2022).
https://doi.org/10.1016/j.jobe.2022.104469
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Tang, Zhenyun / Ma, Hua / Guo, Jun / Li, Zhenbao (2017): Effect of Soil-Structure Interaction on Seismic Performance of Long-Span Bridge Tested by Dynamic Substructuring Method. Dans: Shock and Vibration, v. 2017 ( 2017).
https://doi.org/10.1155/2017/4358081
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Guo, Jun / Tang, Zhenyun / Chen, Shicai / Li, Zhenbao (2016): Control strategy for the substructuring testing systems to simulate soil-structure interaction. Dans: Smart Structures and Systems, v. 18, n. 6 (décembre 2016).
https://doi.org/10.12989/sss.2016.18.6.1169
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He, Liusheng / Sun, Xiaobo / Bu, Haifeng / Tang, Zhenyun (2022): Seismic Performance of MRSF Structures Damped with Steel Slit Shear Panels. Dans: International Journal of Structural Stability and Dynamics, v. 22, n. 3-4 ( 2022).
https://doi.org/10.1142/s0219455422400132
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Tang, Zhenyun / Dong, Yue / Liu, Hao / Li, Zhenbao (2022): Frequency domain analysis method of TLD controlled MDOFs system subject to earthquake excitation. Dans: Journal of Building Engineering, v. 48 (mai 2022).
https://doi.org/10.1016/j.jobe.2021.103910
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Tang, Zhenyun / Hong, Yue / He, Liusheng / Li, Zhenbao (2021): Seismic Performance of Storage Tank Isolated by Different Isolators Through Real-Time Hybrid Simulation. Dans: International Journal of Structural Stability and Dynamics, v. 21, n. 13 (septembre 2021).
https://doi.org/10.1142/s021945542150190x
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Hong, Yue / Tang, Zhenyun / Liu, Hao / Li, Zhenbao / Du, Xiuli (2021): Gain-margin based discrete-continuous method for the stability analysis of real-time hybrid simulation systems. Dans: Soil Dynamics and Earthquake Engineering, v. 148 (septembre 2021).
https://doi.org/10.1016/j.soildyn.2021.106776
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Bai, Yongtao / Li, Yinsheng / Tang, Zhenyun / Bittner, Marius / Broggi, Matteo / Beer, Michael (2021): Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test. Dans: Bulletin of Earthquake Engineering, v. 19, n. 6 (avril 2021).
https://doi.org/10.1007/s10518-021-01076-2
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Liu, Hao / Tang, Zhenyun / Chen, Yanjiang (2021): Earthquake input energy prediction considering structural transient response. Dans: Soil Dynamics and Earthquake Engineering, v. 144 (mai 2021).
https://doi.org/10.1016/j.soildyn.2021.106661
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Bai, Yongtao / Guan, Shaoyu / Tang, Zhenyun / Flórez-López, Julio (2020): Strain-degradation analysis of tunnel structures based on twin-shear unified strength criterion. Dans: Latin American Journal of Solids and Structures, v. 17, n. 2 ( 2020).
https://doi.org/10.1590/1679-78255769
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Shen, Botan / Xu, Weibing / Wang, Jin / Chen, Yanjiang / Yan, Weiming / Huang, Jianhui / Tang, Zhenyun (2021): Seismic control of super high‐rise structures with double‐layer tuned particle damper. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 3 (mars 2021).
https://doi.org/10.1002/eqe.3372
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Tang, Zhenyun / Dietz, Matt / Hong, Yue / Li, Zhenbao (2020): Performance extension of shaking table‐based real‐time dynamic hybrid testing through full state control via simulation. Dans: Structural Control and Health Monitoring, v. 27, n. 10 (2 septembre 2020).
https://doi.org/10.1002/stc.2611
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Cui, Yanwei / Ma, Hua / Song, Kun / Li, Zhenbao / Tang, Zhenyun (2021): Shear capacity of an RC frame joint subjected to arbitrary horizontal loading. Dans: Magazine of Concrete Research, v. 73, n. 13 (juillet 2021).
https://doi.org/10.1680/jmacr.19.00264
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Tang, Zhenyun / Ma, Hua / Guo, Jun / Xie, Yongping / Li, Zhenbao (2016): Experimental research on the propagation of plastic hinge length for multi-scale reinforced concrete columns under cyclic loading. Dans: Earthquakes and Structures, v. 11, n. 5 (novembre 2016).
https://doi.org/10.12989/eas.2016.11.5.823
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Li, Zhenbao / Cui, Yanwei / Song, Kun / Ma, Hua / Tang, Zhenyun (2019): The shearing performance of a beam-column joint in a reinforced concrete frame subjected to bidirectional loading. Dans: Advances in Structural Engineering, v. 22, n. 15 (juillet 2019).
https://doi.org/10.1177/1369433219859475
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Li, Zhenbao / Liu, Yashuang / Ma, Hua / Wang, Qianqian / Tang, Zhenyun (2019): Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
https://doi.org/10.1155/2019/5476909
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Li, Zhenbao / Yu, Chunyi / Xie, Yongping / Ma, Hua / Tang, Zhenyun (2019): Size effect on seismic performance of high-strength reinforced concrete columns subjected to monotonic and cyclic loading. Dans: Engineering Structures, v. 183 (mars 2019).
https://doi.org/10.1016/j.engstruct.2018.12.095
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Wang, Wenjing / Ma, Hua / Li, Zhenbao / Tang, Zhenyun (2017): Size effect in circular concrete-filled steel tubes with different diameter-to-thickness ratios under axial compression. Dans: Engineering Structures, v. 151 (novembre 2017).
https://doi.org/10.1016/j.engstruct.2017.08.022
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Tang, Zhenyun / Dietz, Matt / Li, Zhenbao (2017): Substructuring stability analysis in light of comprehensive transfer system dynamics. Dans: Bulletin of Earthquake Engineering, v. 16, n. 1 (juillet 2017).
https://doi.org/10.1007/s10518-017-0192-9