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方壮城

发布日期:2024-12-23   浏览量:



职 称: 副教授

研究领域: 装配式结构抗震性能提升及设计,基于新型材料的组合结构性能研究

办公地点: 工程抗震研究中心305

办公电话: 020-86395053

电子邮箱: fangzc@gzhu.edu.cn

招生方向: 土木工程(学硕);土木水利(专硕)


个人简介:

方壮城,男,19941月生,工学博士,副教授,硕士生导师。主要从事装配式结构抗震性能提升及设计以及基于新型材料的组合结构性能研究等方面的科研工作,主持包含国家自然科学基金青年基金、中国博士后基金面上项目、广东省自然科学基金青年基金等在内的纵向课题7项。受邀以Guest Editor身份在SCI期刊BuildingsJCR Q2)组织专刊“Advances in Steel/FRP-Concrete Composite Structures: Analysis, Design and Application”和“UHPC Materials Structural and Mechanical Analysis in Buildings”,Frontiers in Materials编委会成员,中文核心期刊《长安大学学报(自然科学版)》和《建筑科学与工程学报》青年编委,以及担任多个重要 SCI 期刊审稿人。目前共计在Engineering StructuresSteel and Composite StructuresJournal of Building Engineering等国际重要SCI期刊发表论文40篇,其中第一作者或通讯作者论文24篇(ESI热点论文2篇,ESI 高被引论文5 篇)。

教育背景:

(1) 2019-02 2019-11, 香港理工大学, 土木与环境工程, 联合培养博士

(2) 2018-09 2021-12, 广东工业大学, 土木与材料工程, 博士

(3) 2015-09 2018-06, 广东工业大学, 土木工程, 硕士

(4) 2011-09 2015-06, 广东工业大学, 土木工程, 学士

职业经历:

(1) 2024-01至 今, 广州大学工程抗震研究中心, 副教授

(2) 2022-01 2023-12, 广州大学工程抗震研究中心, 博士后

获奖及荣誉

(1) 2023年广州市博士后优秀人才

(2) 2021广东向上向善好青年

(3) 2020年博士研究生国家奖学金

(4) 2017年研究生国家奖学金

(5) 2017-2018学年度广东省优秀研究生

教授课程:

《土木工程与人类社会》、《防灾减灾工程概论》、《工程伦理》、《智能建筑概论》、《画法几何与工程制图》、《毕业实习》

科研服务

SCI期刊Frontiers in Materials编委会成员;SCI期刊Buildings特刊主编(Advances in Steel/FRP-Concrete Composite Structures: Analysis, Design and ApplicationUHPC Materials Structural and Mechanical Analysis in Buildings);Engineering Structures等多个国际主流SCI期刊审稿人;中文核心期刊《长安大学学报(自然科学版)》和《建筑科学与工程学报》青年编委。

研究成果

近期以第一作者或通讯作者发表的部分期刊论文

[1]

Fang Z C,   Wu J J, Xu X Q, et al. Grouped rubber-sleeved studs–UHPC pocket connections   in prefabricated steel–UHPC composite beams: Shear performance under   monotonic and cyclic loadings[J]. Engineering Structures, 2024, 305: 118781.ESI热点论文、ESI高被引论文)

[2]

Fang Z C, Fang H Z, Huang J X, et al. Static behavior of grouped stud shear   connectors in steel–precast UHPC composite structures containing thin   full-depth slabs. Engineering Structures, 2022, 252: 113484. ESI高被引论文)

[3]

Fang Z C, Fang H Z, Li P J, et al. Interfacial shear behavior of   steel–precast UHPC composite beams: full-depth slabs with studs vs.   demountable slabs with bolts. Engineering Structures, 2022, 260: 114230.

[4]

Fang Z C, Liang W B, Fang H Z, et al.   Experimental investigation on shear behavior of high-strength friction-grip   bolt shear connectors in steel–precast UHPC composite structures subjected to   static loading. Engineering Structures, 2021, 244: 112777.

[5]

Fang Z C, Wu J P, Xian B X, et al. Shear   performance and design recommendations of single embedded nut bolted shear   connectors in prefabricated steel–UHPC composite beams. Steel and Composite   Structures, 2024, 50(3): 319-336.ESI热点论文、ESI高被引论文)

[6]

Fang Z C, Zhang S F, Wu J P, et al. Experimental   and numerical study on shear performance of grouped bolt–UHPC pocket   connections under static loading. Journal of Building Engineering, 2023, 76:   106966.

[7]

Fang   Z C, Hu L K, Jiang H B, et al. Shear performance of high-strength   friction-grip bolted shear connector in prefabricated steel–UHPC composite   beams: Finite element modelling and parametric study. Case Studies in   Construction Materials, 2023, 18: e01860.ESI高被引论文)

[8]

Fang   Z C, Jiang H B, Chen G F, Dong X T, Shao T   F. Behavior of grouped stud shear   connectors between precast high-strength concrete slabs and steel beams.   Steel and Composite Structures, 2020, 34(6): 837-851.

[9]

Zou   S, Wang H L, Fang S, Fang Z C*, et   al. Seismic isolation effect and parametric analysis of simply supported beam   bridges with multi-level sliding friction adaptive isolation bearing. Soil   Dynamics and Earthquake Engineering, 2025, 188: 109000.

[10]

Wu   N D, Liao S W, Pan Z F, Fang Z C*,   et al. Shear performance of   small-rib-height perfobond strip connector groups embedded in UHPC:   Experimental investigations and design recommendations. Engineering   Structures, 2024, 311: 118175.

[11]

Zhang   Y J, Zhu J H, Wu L L, Lin H X, Fang Z   C*, et al. Experimental and numerical analyses on the shear behavior of   grouped single-embedded-nut high-strength bolts in   steel–ultra-high-performance concrete composite slabs. Journal of Building   Engineering, 2024, 86: 108829.

[12]

Zhao   Q, Zhang G Y, Liao S W, Wu N D, Fang Z C*, et al. Static behavior of   small-rib-height perfobond connectors embedded in UHPC: Experimental and   analytical studies. Journal of Building Engineering, 2024, 85: 108750.

[13]

Fang S, Zhang S F, Cao Z P, Zhao G F, Fang Z C*, et al. Effects of stud   aspect ratio and cover thickness on push-out performance of thin full-depth   precast UHPC slabs with grouped short studs: Experimental evaluation and   design considerations. Journal of Building Engineering, 2023, 67: 105910.ESI高被引论文)

[14]

Feng J H, Fang S,   Chen M Z, Fang Z C*, et al. Effect   of joint width on shear behaviour of wet joints using reactive powder   concrete with confining stress. Engineering Structures, 2023, 293: 116566.

[15]

Zeng L, Wu L Q, Li B   Q, Fang S, Hazem S, Fang Z C*, et   al. Recycled aggregate concrete-filled steel tube columns with small-diameter   circular FRP-confined sea-sand concrete cores: Conceptual and experimental   investigations. Construction and Building Materials, 2023, 401: 132853.

[16]

Jiang H B, Fang H Z,   Wu J P, Fang Z C*, et al. Push-out   tests on demountable high-strength friction-grip bolt shear connectors in   steel–precast UHPC composite beams for accelerated bridge construction. Steel   and Composite Structures, 2022, 45(6): 797-818.


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