1)       冷弯不锈钢方管梁腹板压跛破坏机理与设计方法研究，国家自然科学基金项目（51108337），2012.01~2014.12，项目负责人。

2)       CFRP加固条件下的冷弯薄壁矩形钢管梁的腹板压屈性能，上海市自然科学基金项目（11ZR1439400），2014.04~2013.03，项目负责人。

3)       “中空夹层”钢管混凝土压弯构件抗震性能的研究，“中央高校基本科研业务费专项资金”项目，2012.05-2014.05，项目负责人。

4)       “动力荷载下基于全程耗能机制的钢结构性态与设计方法”，国家自然科学基金重点项目（51038008），2011.01~2014.12，主要参与者，承担子课题一“钢构件塑性与屈曲耦合条件下的耗能机理”的研究。

5)       “地震作用下冷成型不锈钢构件滞回性能和耗能能力的研究”，土木工程防灾国家重点实验室自主研究课题基金（SLDRCE14-B-07），2014.01~2017.12，项目负责人。

6)       “华龙先进建造技术钢板混凝土结构连接节点及构件试验研究”，军工项目，2017.07-2020.07，项目负责人。

7)       “不锈钢材统一滞回本构及压弯耗能构件抗震性能化设计”，土木工程防灾国家重点实验室自主研究课题基金（SLDRCE19-B-07），2019.01~2022.12，项目负责人。

8)       “J/KF201726中II节点性能试验”，军工项目，2018.02-2020.01

9)       “徐大堡核电厂34号机组核岛土建工程反应堆厂房堆芯竖井钢筋模块吊装设计”，军工项目，2021.9-2024.9，项目负责人。

10)    “异形钢管网壳拱结构体系关键技术研究”，地方重大工程项目，2021.3-2024.1，主要参与人。

11)    “变电站结构不规则性抗震分析”，国家电网科研项目，2021.12-2024.12，项目负责人。

12)    “核电厂结构复杂区域配筋方法研究”，军工项目，2021.4-2024.4，主要参与人。

13)    “三门核电3、4#机组钢结构工程吊耳载荷试验研究”，军工项目，2022.8-2023.8，项目负责人。

近5年发表的主要期刊论文如下：

[1]    ZhouF.，LuoC. and Ling Y. (2018). “Web cripplingof stainless-steel tubes with bolt-anchored carbon-fibre-reinforced polymer.”Proceedings of the Institution of Civil Engineers-Structures and Buildings, 171(11): 867–885. (SCI, EI收录)

[2]    Fang C., Zhou F*.and Luo C. (2018). “Cold-formedstainless steel RHSs/SHSs under combined compression and cyclic bending.”Journal of Constructional Steel Research 141, 9 – 22. (SCI, EI收录)

[3]   ZhouF.，ChenZhi. (2018). “Element interactions ofcold-formed stainless steel cross-sections subjected to combined compressionand bending.” Thin-Walled Structures, 131, 428-439. (SCI, EI收录). 

[4]    ZhouF., Fang C., and Chen Y. (2018).“Experimental and numerical studies on stainless steel tubular members underaxial cyclic loading.” Engineering Structures, 171, 72-85. (SCI, EI收录)

[5]    Fang C., Zhou F*.and Wu W. (2018). “Performance of Elliptical Hollow Sections under CombinedCompression and Cyclic Bending.” Journal of Structural Engineering,ASCE144(8), 04018102. (SCI, EI收录)

[6]    ZhouF.*，YoungBen. (2018). “Concrete-filledDouble-skin Aluminum Circular Hollow Section Stub Columns.” Thin-WalledStructures, 133, 141-152. (SCI, EI收录). 

[7]    ZhouF.*，YoungBen. (2019). “Aluminium alloy channelssubjected to web crippling.” Advances in Structural Engineering. 22(7), 1617-1630. (SCI, EI收录) 

[8]    ZhouF.*，YoungBen. (2019). “Experimentalinvestigation of concrete-filled single-skin and double-skin steel oval hollowsection stub columns.” Thin-Walled Structures, 140, 157-167. (SCI, EI收录). 

[9]    ZhouF.*，YoungBen. (2019). “Combined Bending and WebCrippling of Aluminum SHS Members.” Steel and Composite Structures,An International Journal, 31(2), 173-185. (SCI, EI收录). 

[10] ZhouF.*，YoungBen. (2019). “Compressive Strengths ofConcrete-filled Double-skin (CHS outer and SHS inner) Aluminium TubularSections.” Advances in Structural Engineering. 22(11), 2418-2434. (SCI, EI收录) 

[11] 王能，许海涛，徐征宇，周锋*，常栋（2019）.“核电工程双钢板混凝土结构L形转角墙节点研究.” 建筑结构学报，Vol40,增刊1：91-98. ( EI收录)

[12] 陈以一，王伟，周锋（2019）.“钢管结构——新需求驱动的形式拓展和性能提升.” 建筑结构学报，Vol.40，No.3，1-20. ( EI收录)

[13] Li zhongcheng, Zhou F.*，Wang Ruobing, Zhao Yiheng. (2020).“Support member connections directly welded to the face plate of SC compositewalls.” Journal of Constructional Steel Research 164 (2020), 105793. (SCI,EI收录). 

[14] ZhouF.，YoungBen*. (2020). “Web Crippling ofAluminium Alloy Channel Sections with Flanges Restrained.” Thin-WalledStructures, 148(2020), 106576.   (SCI, EI收录). 

[15] Wang Neng, Zhou F.*，Xu haitao, Xu zhengyu. (2020). “Seismic behavior of flat connections between steel-plate composite(SC) walls and reinforced concrete (RC) walls.” Journal of ConstructionalSteel Research, 168(2020), 105929. (SCI, EI收录). 

[16] Wang Neng, Zhou F.*，Xu haitao, Xu zhengyu. (2020).“Experimental Study on Steel-plate Composite Wall-to-foundation ConnectionsSubjected to Combined Axial compression and Cyclic Lateral-force.” EngineeringStructures, 207(2020), 110205. (SCI, EI收录). 

[17] Fang C., Zhou F*.,Wu Z. and Wang F. (2020). “Concrete-Filled Elliptical Hollow SectionBeam-Columns under Seismic Loading” Journal of Structural Engineering,ASCE146(8), 04020144. (SCI, EI收录) 

[18] Wang Neng, Zhou F.*，Zhongcheng Li, Xuzhengyu, Xu haitao. (2021). “Experimentaland numerical investigation on the L-joint composed of steel-plate composite(SC) walls under seismic loading.” Engineering Structures, 227(2021), 111360. (SCI,EI收录). 

[19] Wang Neng, Zhou F.*，Zhongcheng Li, Xu zhengyu, Xu haitao.(2021). “Behavior of L-joint composed of steel-plate composite wall andreinforced concrete wall.” Journal of Constructional Steel Research, 176(2021), 106439. (SCI, EI收录) 

[20] CaiYancheng, Zhou F.*，WangLiping, Young Ben. (2021). “Design of lean duplex stainless steel tubularsections subjected to concentrated end bearing loads at elevated temperatures.”Thin-Walled Structures, 160(2021),107298. (SCI, EI收录). 

[21] CaiYancheng, Wang Liping*, Zhou F. (2021). “Lean duplex stainless steeltubular sections undergoing web crippling at elevated temperatures.” Journal ofConstructional Steel Research, 182 (2021), 106681. (SCI, EI收录) 

[22]  Zhixin Ding, Neng Wang, Haitao Xu, Zhou F*, Xuanyi Xue, Zhenning Dai (2021).“Flexural capability of angle-stiffened channel-type SC wall under combinedcyclic lateral force and axial compression.” Journal of Constructional SteelResearch, 184 (2021), 106830. (SCI, EI收录) 

[23] Wang Neng, Zhou F*，Qu Yunguang, Xu Zhengyu, Li Zhongcheng,Wang Fan. (2021). “Flexural behavior of curved steel-plate composite (SC) wallsunder combined axial compression and cyclic lateral load.” EngineeringStructures, 245(2021), 112919. (SCI, EI收录). 

[24] ZhouF.，CaiYancheng, Xu Junfeng, Chen Yiyi, Chen Yu. (2021) “Experimental and numericalinvestigations on pre-twisted steel box-section columns.” EngineeringStructures, 246(2021), 112996. (SCI, EI收录). 

[25] Zhou F, Huang Liangsi, Li Haiting (2022). “Cold-formed stainlesssteel SHS and RHS columns subjected to local-flexural interactive buckling.”Journal of Constructional Steel Research, 188 (2022), 106999. (SCI, EI收录)

[26] Lama L, Zhou F*, Bhatt N. (2022). “Structural performance and design of stainlesssteel SHS-concrete-carbon steel CHS double-skin stub columns.” Journal ofConstructional Steel Research, 190 (2022), 107155. (SCI, EI收录)

[27] Zheng S, Zhou F*, Cheng J, Li H, Rong R. (2022). “Experimental study oncyclic hardening characteristics of structural stainless steels.” Journal ofConstructional Steel Research, 191 (2022), 107196. (SCI, EI收录)

[28] Chen Y, Zhou F*, Zhang R, Cai Y. (2022). “Experimental study on seismicbehavior of welded H-section stainless steel beam-columns.” EngineeringStructures, 259 (2022), 114105. (SCI, EI收录)

[29] Zhou F, Li Y, Dong B. (2022). “Experimental investigation ofconcrete-filled double-skin stainless steel tubular beam-columns.” Journal ofConstructional Steel Research, 196 (2022), 107406. (SCI, EI收录)

[30] ChenY, Zhou F*, Wang W, Xia X, Ying T,Yue G. (2022). “Experimental and numerical studies on the hot spot stresscalculation method for welded CHS X-joints stiffened by internal ringstiffeners.” ADVANCES IN STRUCTURAL ENGINEERING, DOI: 10.1177/13694332221128848.(SCI, EI收录)

[31] Zhou F, Chen Y, Wang W, Xie W, Ying T, Yue G. (2022). “Investigationof hot spot stress for welded tubular K-joints with stiffeners.” Journal ofConstructional Steel Research, 197 (2022), 107452. (SCI, EI收录)

[32] ZhouF., Chhun Nakhelin, Cai Yancheng (2023) “Numericalinvestigation and design of cold-formed lean duplex stainless steel Z-sectionsundergoing web crippling.” Thin-Walled Structures, 183(2023), 110324. (SCI,EI收录).

[33] Zhou F,Lama L, Zhao K. (2023). “Design of stainless steel CHS-concrete infill-carbonsteel CHS double-skin stub columns.” Engineering Structures, 278 (2023), 115479.(SCI, EI收录)

[34] Chen Y, Zhou F*, Zheng S, Li J, Shang C, LinX. (2023). “Influence of cyclic hardening characteristic on seismic performanceof welded austenitic stainless steel H-section beam-column.” EngineeringStructures, 288 (2023), 116210. (SCI, EI收录)