1. 近三年国家级项目：

2. 国家重点研发计划“政府间国际科技创新合作”重点专项项目，城市深层软土地下空间韧性抗震设计方法与减震控制技术

   国家自然科学基金面上项目，断层位错和强地震动共同作用下跨断层土质盾构隧道灾变机理研究

   国家自然科学基金面上项目，基于性态的深层地铁车站结构推覆试验与设计方法研究

   上海市曙光学者计划 

近三年代表性论文：

[1]   Jia P., ChenZ. Y.* (2021). Seismic reduction effectiveness of frictionpendulum bearings in underground station structures. International Journalof Computational Methods, 18(3): 2041008（SCI检索号:000636474000002）

[2]   Huang P. F., Chen Z. Y.* (2021).Fragility analysis for subway station using artificial neural network.Journal of Earthquake Engineering, 1-21. (SCI检索号: 000664920800001)

[3]   Chen Z. Y.*, Jia P.,Fan Y. F., Liu Z. Q. (2021). Parameter analysis and optimizationof friction pendulum bearings in underground stations based on genetic algorithm.Journal of Earthquake Engineering, 1-18. (SCI检索号: 000713506300001)

[4]   Liu Z. Q., Chen Z. Y.*,Zhao H. (2021). Characteristics of earthquakeinput energy of a subway station structure based on probability density evolutionmethod. International Journal of Computational Methods, 18(3): 2041014.(SCI检索号:000636474000011)

[5]   Chen Z. Y.*, HuangP. F., Chen W. (2021). Seismic response characteristics of multi-story subwaystation through shaking table test. Advances in Structural Engineering, 24(10):2185-2200. (SCI检索号:000669239500011)

[6]   Chen Z. Y.*, Fan Y.F., Jia P. (2021). Influence of buried depth on seismic capacity of undergroundsubway stations through performance-based evaluation. Structures, 32:194-203. (SCI检索号:000659072000004)

[7]   Huang P. F., Chen Z. Y.*(2021). Deep learning for nonlinear seismic responsesprediction of subway station. Engineering Structures, 244: 112735. （SCI检索号:000686125100004）

[8]   Chen Z. Y.*, Jia P.(2021). Seismic response of underground stations with friction pendulumbearings under horizontal and vertical ground motions. Soil Dynamics andEarthquake Engineering, 151: 106984. (SCI检索号:000709364100001)

[9]   Huang P. F., Ge H. B., Chen Z.Y.* (2021). Rapid seismic damage evaluation of subway stations usingmachine learning techniques. International Journal of Computational Methods.2021:2143017. (SCI检索号: 000849412000003)  2022.9.17 ISSN: 0219-8762

[10]Cheng H. L., Zhou J. M., ChenZ.Y., Huang Y*. (2021). A comparative study of the seismic performancesand failure mechanisms of slopes using dynamiccentrifuge modeling. Journal of Earth Science, 32(5): 1166-1173. (SCI检索号:000702994900011)

[11]Zhu C. Q., Cheng H. L., ChenZ. Y., Huang Y*. (2021). Simulation-based hazard management of aconstructed landfill for flow slide scenario. Natural Hazards, 106(3):1867-1878.  (SCI检索号:000611969600003)

[12]Zhu C. Q., Chen Z. Y.,Huang Y.* (2021). Coupled moving particle simulation–finite-element methodanalysis of fluid–structure interaction in geodisasters. InternationalJournal of Geomechanics, 21(6): 04021081. （SCI检索号:000672403800015）

[13]Zhu C. Q., Cheng H. L., Bao Y. J.,Chen Z. Y., Huang Y*. (2022). Shaking table tests on the seismicresponse of slopes to near-fault ground motion. Geomechanics and Engineering.29(2): 133-143. (SCI检索号:000789287300003)

[14]Cheng H. L., Chen Z. Y.,Huang Y*. (2022). Quantitative physical model of vulnerability of buildings tourban flow slides in construction solid waste landfills: a case study of the2015 Shenzhen flow slide. Natural Hazards. 112(2): 1567-1587. (SCI检索号: 000755408300003) 

[15]Huang Y.*, He Z. Y., Yashima A. ChenZ. Y., Li C. X. (2022). Multi-objective optimization design of pile-anchorstructures for slopes based on reliability theory considering the spatialvariability of soil properties. Computers and Geotechnics. 147: 104751. (SCI检索号:000798001500005) 

[16]Xiong M., Chen Z. Y., Huang Y. (2023).Nonlinear stochastic seismic dynamic response analysis of submerged floatingtunnel subjected to non-stationary ground motion. International Journal ofNon-Linear Mechanics 148: 104270.