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OpenAlex is a bibliographic catalogue of scientific papers, authors and institutions accessible in open access mode, named after the Library of Alexandria. It's citation coverage is excellent and I hope you will find utility in this listing of citing articles!

If you click the article title, you'll navigate to the article, as listed in CrossRef. If you click the Open Access links, you'll navigate to the "best Open Access location". Clicking the citation count will open this listing for that article. Lastly at the bottom of the page, you'll find basic pagination options.

Requested Article:

Multi-location seismic isolation approach and design for underground structures employing the negative-stiffness amplification system
Yanchao Wang, Qingjun Chen, Zhipeng Zhao, et al.
Tunnelling and Underground Space Technology (2022) Vol. 122, pp. 104395-104395
Closed Access | Times Cited: 20

Showing 20 citing articles:

Seismic performance upgrading of containment structures using a negative-stiffness amplification system
Zhipeng Zhao, Yanchao Wang, Xiuyan Hu, et al.
Engineering Structures (2022) Vol. 262, pp. 114394-114394
Closed Access | Times Cited: 47
Enhanced energy dissipation benefit of negative stiffness amplifying dampers
Zhipeng Zhao, Qingjun Chen, Xiuyan Hu, et al.
International Journal of Mechanical Sciences (2022) Vol. 240, pp. 107934-107934
Closed Access | Times Cited: 46
Development of a novel tuned negative stiffness inerter damper for seismic induced structural vibration control
Huan Li, Kaiming Bi, Hong Hao
Journal of Building Engineering (2023) Vol. 70, pp. 106341-106341
Closed Access | Times Cited: 22
Interaction-performance-driven design of negative-stiffness friction pendulum systems for aboveground structure–connected underground structure–soil system with ground motion effects
Zhipeng Zhao, Yuanchen Tang, Na Hong, et al.
Journal of Building Engineering (2024) Vol. 88, pp. 108970-108970
Closed Access | Times Cited: 5
Adjusted energy dissipation formula and intelligent design for nonlinear negative stiffness-based amplifying damper
Zhipeng Zhao, Minjun Wu, Yuanchen Tang, et al.
Engineering Structures (2025) Vol. 329, pp. 119849-119849
Closed Access
Shaking Table and Pushover Tests on Subway Station Improved by Truncated Columns
Chao Ma, Hao Wang, Dechun Lu, et al.
(2025)
Closed Access
Shaking table and pushover tests on subway station improved by truncated columns
Chao Ma, Hao Wang, Dechun Lu, et al.
Tunnelling and Underground Space Technology (2025) Vol. 161, pp. 106588-106588
Closed Access
Design and analysis of novel negative stiffness structures with significant energy absorption
Mohaddeseh Gholikord, Ehsan Etemadi, Mohammad Imani, et al.
Thin-Walled Structures (2022) Vol. 181, pp. 110137-110137
Closed Access | Times Cited: 24
Enhanced seismic isolation and energy dissipation approach for the aboveground negative-stiffness-based isolated structure with an underground structure
Zhipeng Zhao, Yanchao Wang, Qingjun Chen, et al.
Tunnelling and Underground Space Technology (2023) Vol. 134, pp. 105019-105019
Closed Access | Times Cited: 15
A state-of-the-art review on negative stiffness-based structural vibration control
Huan Li, Kaiming Bi, Qiang Han, et al.
Engineering Structures (2024) Vol. 323, pp. 119247-119247
Closed Access | Times Cited: 4
Energy spectra and performance assessment of isolated structures with a negative stiffness amplification system
Na Hong, Zhipeng Zhao, Yongfeng Du, et al.
Soil Dynamics and Earthquake Engineering (2023) Vol. 169, pp. 107857-107857
Closed Access | Times Cited: 9
Blast resisting responses and upgrading technology for an underground structure subjected to external explosions
Yanchao Wang, Zhipeng Zhao, Hongfu Qiang, et al.
Structures (2023) Vol. 56, pp. 105055-105055
Closed Access | Times Cited: 7
Seismic resilient design and negative stiffness-assisted nonlinear isolation system for adjacent non-coaxial buildings linked by corridors
Xiuyan Hu, Zhipeng Zhao, Ruifu Zhang, et al.
Soil Dynamics and Earthquake Engineering (2023) Vol. 175, pp. 108227-108227
Closed Access | Times Cited: 5
Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model
Haiyang Zhuang, Dingfeng Zhao, Guoxing Chen, et al.
Journal of Earthquake Engineering (2022) Vol. 27, Iss. 13, pp. 3607-3631
Closed Access | Times Cited: 9
Nonlinear Viscous Damping-Based Negative Stiffness Isolation System for Over-Track Complex Structures
Xiuyan Hu, Zhipeng Zhao, Eduardo Barredo, et al.
Journal of Earthquake Engineering (2024) Vol. 28, Iss. 11, pp. 3146-3174
Closed Access | Times Cited: 1
Hysteresis response of rotary friction dampers developed for seismic operational performance of non-structural components vulnerable to overturning
Seung‐Jae Lee, Kyoung−Kyu Choi, Ji-Eon Lee, et al.
Structures (2022) Vol. 43, pp. 1447-1462
Closed Access | Times Cited: 6
Seismic target drifts for underground railway stations. Cases of traditional rigid connections and sliding interior columns
Xiangbo Bu, Zigang Xu, Alberto Ledesma, et al.
Tunnelling and Underground Space Technology (2023) Vol. 144, pp. 105555-105555
Closed Access | Times Cited: 2
Feasibility and design of nonlinear negative‐stiffness isolating approach for solid‐rocket‐motor‐type structures
Yanchao Wang, Jie Gao, Xueren Wang, et al.
Engineering Reports (2024)
Open Access
Selection of seismic isolation system parameters for the near-optimal design of structures
Moussa Leblouba
Scientific Reports (2022) Vol. 12, Iss. 1
Open Access | Times Cited: 3
Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
Fan Li-ming, Chen Huang, Linsheng Huo
Shock and Vibration (2022) Vol. 2022, pp. 1-14
Open Access | Times Cited: 3
Seismic performance improvement of underground structures through a low lateral stiffness design
Xiangbo Bu
(2023)
Open Access
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