1)  电力基础设施灾损演化机理、智能感知及评估方法（2024YFC3015101），国家重点研发计划“重大自然灾害防控与公共安全”重点专项课题，主持，2025.01-2027.12.

2)  宽温域高阻尼橡胶支座力学模型及隔震（振）性能研究（52378529），国家自然科学基金面上项目，主持，2024.01-2027.12.

3)  核电结构、系统和部件耦合体系的地震易损性研究(51778491)，国家自然科学基金面上项目，主持，2018.01-2021.12.

4)  考虑土-结构相互作用效应的核电厂隔震研究(51478357)，国家自然科学基金面上项目，主持，2015.01-2018.12.

5)  地铁隧道地震破坏模拟与预测（2015BAK17B04-4）, 国家科技支撑计划子课题，主持，2015.04-2017.12.

6)  SeismicProbabilistic Risk Assessment of Power Energy Structures (能源设施结构的地震概率风险评估)，ILEE-IJRP-P1-P3-2016，地震工程国际联合研究中心国际合作项目，合作者：Boris Jeremić 教授.

7)  地震作用下钢结构延性裂纹扩展引起脆性破坏的机理研究(20130072120009)，高等学校博士学科点专项科研基金（新教师类），主持，2014.01-2016.12.

8)  通信杆塔新材料技术合作，华为技术有限公司委托项目，主持，2021-2022.

9)  上海中心大厦电涡流调谐质量阻尼器减振（震）效果与安全分析及评价，主要参与人，2014.

[1]    Zhou,Zhiguang; Li,Yiwen; Hu, Xiaorong; Analysis method of isolation layer composed of highdamping rubber bearings based on deformation history integral type model,Engineering Structures, 2022, 252.

[2]    Y.W. Li; Z.G. Zhou*; Ductile Crack Depth Prediction of Steel Members by CrackGrowth Model, Engineering Fracture Mechanics, 2022, 269 (1).

[3]    JinyiZhao, Hao Chen, Zhiguang Zhou*; Shaking table test study ofnuclear power plant model considering soil-structure interaction effect. SoilDynamics and Earthquake Engineering, 2023, 168.

[4]    LiuyunXu; Zhiguang Zhou*; Weighted Average Conditional Mean Spectrum (WACMS): Abridge between common CMS and Uniform Hazard Spectrum (UHS), Soil Dynamics andEarthquake Engineering, 2022, 156(2).

[5]    TaoHuang, Mengmeng Chen, Zhongcheng Li, Zhanfa Dong, Tiejian Zhang, ZhiguangZhou*, Impact test of a centrifugal pump used in nuclear power plant underaircraft crash scenario, Nuclear Engineering and Technology, 2020,https://doi.org/10.1016/j.net.2020.12.016.

[6]    XiaorongHu, Zhiguang Zhou*, Seismic analysis of a reinforced concretebuilding isolated by high damping rubber bearings using deformation historyintegral type model. Struct Design Tall Spec Build. 2020; 29:e1811.https://doi.org/10.1002/tal.1811

[7]    Z.G.Zhou*, Y.W. Li,Experimental investigation on cumulative damage indices for steel members underultra-low-cycle loading, Journal of Constructional Steel Research, Volume 172,2020,106223,ISSN 0143-974X, https://doi.org/10.1016/j.jcsr.2020.106223.

[8]    Xu, L,Zhao, J, Zhou, Z*. Effects of characteristic parameters ofisolation system on seismic response of isolated nuclear power plants. StructDesign Tall Spec Build. 2020; Volume 29, Issue 3.https://doi.org/10.1002/tal.1697

[9]    Lu, Zheng；Rong,Kunjie；Zhou, Zhiguang*；Du,Jiang. Experimental Study on Performance of Frame Structure Strengthened withFoamed Aluminum under Debris Flow Impact, JOURNAL OF PERFORMANCE OF CONSTRUCTEDFACILITIES, Vol 34 Is 2; Doi 10.1061/(ASCE)CF.1943-5509.0001403, 2020.WOS:000515519500025

[10]  Hu, Xiaorong; Zhou, Zhiguang*;Chen, Hao; Ren, Yongqiang. Seismic Fragility Analysis of Tunnels with DifferentBuried Depths in a Soft Soil. Sustainability 12, no. 3: 892. 2020.

[11]  Z.G. Zhou, M.M. Chen, C.Z. Ma*, Stress-strain statesof welded beam-to-column connections with geometrical and metallurgicalnotches, Journal of Constructional Steel Research, 2019, 105745,https://doi.org/10.1016/j.jcsr.2019.105745.

[12]  Zhou, Z, Hu, X, Wong, J, Xue, S*. Evaluation andresearch needs for seismically isolating nuclear power plants. ENERGY SCIENCE& ENGINEERING. 2019; 7(2): 599– 618. https://doi.org/10.1002/ese3.305

[13]  Zhou, Zhiguang; Wei, Xiaodong; Lu, Zheng*; Jeremic, Boris.Influence of soil-structure interaction on performance of a super tall buildingusing a new eddy-current tuned mass damper, STRUCTURAL DESIGN OF TALL ANDSPECIAL BUILDINGS. Vol 27, Issue 14, 2018. WOS:000445742000006.

[14]  Zhiguang Zhou, Liuyun Xu, Chaoxin Sun and Songtao Xue*.Brazier Effect of Thin angle-Section Beams under Bending, Sustainability,2018,Vol 10, Issue 9. WOS:000446770200090.

[15]  Zhiguang Zhou, Xiaorong Hu and Jenna Wong*, Special Issuesin the Application of Seismic Isolation to Nuclear Power Plants, Energies.2018,Vol 11, Issue 9. WOS:000446604500154.

[16]  Z.G. Zhou*, J. Wong, S. Mahin.  Potentialityof Using Vertical and Three-dimensional Isolation Systems in NuclearStructures. Nuclear Engineering and Technology, 2016, 48(5):1237~1251.doi:10.1016/j.net.2016.03.005

[17]  Zhiguang Zhou* and Xiaodong Wei, SeismicSoil-Structure Interaction Analysis of Isolated Nuclear Power Plants inFrequency Domain, Shock and Vibration, Volume 2016 (2016), Article ID 6127895,15 pages. http://dx.doi.org/10.1155/2016/6127895

[18]  Z.G. Zhou*, L.J. Jia. Damage index for crack initiationof structural steel under cyclic loading. Journal of Constructional SteelResearch, Volume 114, Pages 1-7, 2015.

[19]  Lu X., Zhang Q., Weng D., Zhou Z.,Wang S., Mahin S. A., Ding S., and Qian F. (2017) Improving performance of asuper tall building using a new eddy-current tuned mass damper, Struct. ControlHealth Monit., 24: e1882. doi: 10.1002/stc.1882.

[20]  陈梦梦,周志光*,赵锦一等.土耳其Mw7.8地震工业厂房及设施震害调查与分析[J].防灾减灾工程学报,1-13. https://doi.org/10.13409/j.cnki.jdpme.20240314003.

[21]  周志光, 陈浩, 赵锦一. 考虑土-结构相互作用效应和隔震的核电结构振动台试验研究[J].工业建筑,2022,52(6):87-92.

[22]  赵锦一, 宋雷, 周志光*. 考虑SSI效应的核电厂SSC耦合体系模型主余震易损性分析[J].核动力工程,2023,44(5):85-94.

[23]  周志光, 周龙定, 赵锦一.AP1000核电厂模型基底隔震振动台试验研究. 地震工程与工程振动,   Vol.40 (02)  第64-72页, 2020年4月.

[24]  周志光，任永强. 地震作用下软土隧道的易损性分析[J].结构工程师,2018,34(S1):122-129.

[25]  周志光，郭晶，魏晓冬，张建国. 考虑SSI效应的核电结构水平与竖向地震响应的耦合效应研究[J].结构工程师,2018,34(S1):82-87.

[26]  陈浩，周志光*，任永强. 基于IDA方法的地铁隧道地震易损性分析. 地震工程与工程振动, Vol. 38Suppl. 116-124, 2018年7月.

[27]  周志光，孙朝鑫. 东日本大地震福岛核电厂震动实测数据分析. 地震工程与工程振动, Vol 36,No 3, 第8-15页, 2016年6月.

[28]  翁大根，黄斐骏，周志光，吕西林等. 某超高层建筑电涡流TMD的减震分析. 地震工程与工程振动,第34卷增刊,第815-821页,2014.

[29]  周志光. 核电厂隔震设计相关规范的现状及发展. 结构工程师. 第29卷，第5期，180-187页，2013.

[30]  Zhiguang Zhou and Kuwamura Hitoshi, Effect of MicroVoids on Elastic-plastic States of Notched Steels: Stress-strain states atsteel connectionsPart 3, Journal of structural and construction engineering,Transactions of AIJ , Vol.73,No.625, pp.449-455, 2008

[31]  Zhiguang Zhou and Kuwamura Hitoshi, Geometrical andmetallurgical notches of welded joints of steel beam-to-column connections:Stress-strain states at steel connectionsPart 4, Journal of structural andconstruction engineering, Transactions of AIJ, Vol.74,No. 637, pp.551-559, 2009

[32]  Zhou ZG, Zhang LM, Shen Q, Gong DR Design Model andPrediction Model on Preparation of Functionally Graded Material byCo-sedimentation, Materials Science Forum, Vols.492-493, pp.471-476

[33]  周志光, 张联盟, 沈强, 杨中民，热应力缓和型梯度材料的计算机辅助设计系统, 武汉理工大学学报,2004.Vol.26(7):1-3

[34]  Zhiguang Zhou, Hitoshi Kuwamura and Akemi Nishida, “Effectof micro voids on stress triaxiality-plastic strain states of notched steels”,Procedia Engineering, Volume 10, 2011, Pages 1433-1439

[35]  Yang ZM, Zhou ZG, Zhang LM,Characteristics of residual stress in Mo–Ti functionally graded material with acontinuous change of composition, Materials Science and Engineering A,2003.358(2): 214-218

[36]  Wang CB, Shen Q, Zhou ZG, ZhangLM, Diffusion welding of 93W alloy to OFC and structural control of 93W/OFCjoint, Journal of Materials Science, Vol 40 Issue: 8 pp 2105-2107

[37]  潘鹏志, 周志光, 晏石林,李新平, 混凝土路面温度翘曲应力的有限元分析, 武汉理工大学学报，2002.24(11):39-41

[38]  刘丹, 李伏保, 周志光, 李新平, 晏石林,混凝土刚性路面接缝的受力变形数值计算分析，武汉理工大学学报, 2002.24(11):36-38

[39] 刘建平,傅正义,周志光, 翟鹏程, 张清杰, SHS/QP制备(TiB_2+Fe)/Fe叠层材料的温度场与应力场分析, 复合材料学报, 2003.20(1):111-115