徐禮華

1983年7月畢業於合肥工業大學工民建專業本科，獲工學學士學位；

1991年3月畢業於武漢工業大學結構工程專業研究生，獲工學碩士學位；

1999年1月畢業於武漢水利電力大學岩土工程專業研究生，獲工學博士學位。

1994年在荷蘭王國IHS進修“城市規劃與管理”，獲結業證書。

1983.07-1988.08 安徽省潛山縣建築設計室助理工程師；

1988.09-1991.03 武漢工業大學結構工程專業碩士學位研究生；

1991.03-1993.09 武漢測繪科技大學工測系講師；

1993.11-1998.11 武漢測繪科技大學城市建設學院副教授；

1998.12-2000.07 武漢測繪科技大學城市建設學院教授、副院長（主持工作）；

2000.08至今 武漢大學土木建築工程學院教授（博士生導師）、副院長、院長。

九三學社第十五屆中央委員會委員 ^[11]  第十四屆全國政協委員 ^[12] 

2017年12日至13日，九三學社湖北省第七次代表大會在漢召開。徐禮華當選副主任委員。 ^[1] 

2022年4月18日至19日，九三學社湖北省第八次代表大會在武漢召開，徐禮華當選為九三學社湖北省第八屆委員會副主任委員。 ^[10] 

擔任2018-2022教育部高等學校土木工程專業教學指導分委員會委員、中國土木工程學會教育工作委員會委員、中國地震學會可恢復功能防震體系專業委員會委員、中國災害防禦協會城鄉韌性與防災減災專業委員會委員、湖北省土木建築學會副理事長、《地震工程與工程振動》副主編、美國混凝土協會ACI E-Member、國際標準化組織“混凝土技術委員會(ISO/TC71)”委員、國際砌體結構協會理事。

纖維混凝土材料本構關係、高性能混凝土結構、工程結構抗震及加固、裝配式結構基本理論及應用。

近5年主持國家自然科學基金重點項目1項及面上項目4項、國家“863計劃”子項目1項、國家“十二五”支撐計劃課題1項、國家“十三五”重點研發計劃項目子課題1項、教育部博士點基金項目1項、湖北省自然科學基金重點項目1項、高層建築設計項目10餘項。在《建築結構學報》、《土木工程學報》、《工程力學》、《硅酸鹽學報》、ASCE《Journal of Materials in Civil Engineering》、ASCE《Journal of Engineering Mechanics》、《Composite Structures》、《Construction and Building Materials》、《ACI Materials Journal》等主流期刊發表學術論文141篇；出版著作2部，主編行業標準《纖維片材加固砌體結構技術規範》、參編行業標準3部；獲湖北省科技進步獎一等獎（排名第一）、教育部科技進步一等獎2項（排名第一、三）、發明專利8項，享受國務院政府特殊津貼。

主講《混凝土結構基本原理》、《混凝土結構及砌體結構設計》、《建築結構抗震設計》、《高等鋼筋混凝土結構》等課程。擔任土木工程國家特色專業、“卓越工程師教育培養計劃”專業和國家專業綜合改革試點的負責人，《混凝土結構與砌體結構》國家及湖北省精品資源共享課程負責人，出版教材6部，以第一完成人獲國家級教學成果獎二等獎、湖北省教學成果獎一等獎、武漢大學教學成果獎特等獎，獲寶鋼教育基金優秀教師獎、武漢大學第三屆傑出教學貢獻校長獎、湖北省高校先進女職工、武漢大學教學名師稱號。

[1]Cai, H., Xu, L., Chi, Y., Yan, Y., Yu, C., He, C. Seismic performance ofrectangular ultra-high performance concrete filled steel tube (UHPCFST)columns[J]. Composite Structures, 2021, 259: 113242 ^[4]  .

[2]Lu, Q., Xu, L., Chi, Y., Deng, F., Yu, M., Hu, X. A novel analysis-orientedtheoretical model for steel tube confined ultra-high performance concrete[J].Composite Structures, 2021, 264: 113713 ^[5]  .

[3]Deng, F., Xu, L., Chi, Y., Wu, F., Chen, Q. Effect of steel-polypropylenehybrid fiber and coarse aggregate inclusion on the stress–strain behavior ofultra-high performance concrete under uniaxial compression[J]. CompositeStructures, 2020, 252: 112685 ^[6]  .

[4]Xu, L., Wu, F., Chi, Y., Cheng, P., Zeng, Y., Chen, Q. Effects of coarseaggregate and steel fibre contents on mechanical properties of high performanceconcrete[J]. Construction and Building Materials, 2019, 206: 97-110.

[5]Huang, L., Ye, H., Chu, S., Xu, L., Chi, Y. Stochastic damage model for bond stress-sliprelationship of reinforcing bar embedded in concrete[J]. EngineeringStructures, 2019, 194: 11-25.

[6]Huang, L., Chi, Y., Xu, L., Deng, F. A thermodynamics-based damage-plasticitymodel for bond stress-slip relationship of steel reinforcement embedded infiber reinforced concrete[J]. Engineering Structures, 2019, 180: 762-778.

[7]Yan, Y., Xu, L., Li, B., Chi, Y., Yu, M., Zhou, K., Song, Y. Axial behavior ofultra-high performance concrete (UHPC) filled stocky steel tubes with squaresections[J]. Journal of Constructional Steel Research, 2019, 158: 417-428.

[8]Xu, L., Wei, C., Li, B. Damage Evolution of Steel-Polypropylene Hybrid FiberReinforced Concrete: Experimental and Numerical Investigation[J]. Advances inMaterials Science and Engineering, 2018, 2018.

[9]Xu, L., Li, B., Ding, X., Chi, Y., Li, C., Huang, B., Shi, Y. Experimentalinvestigation on damage behavior of polypropylene fiber reinforced concreteunder compression[J]. International Journal of Concrete Structures andMaterials, 2018, 12(1): 1-20.

[10]Xu, L., Zhou, P., Chi, Y., Huang, L., Ye, J., Yu, M. Performance of thehigh-strength self-stressing and self-compacting concrete-filled steel tubecolumns subjected to the uniaxial compression[J]. International Journal ofCivil Engineering, 2018, 16(9): 1069-1083.

[11] Xu, L., Li, B.,Chi, Y., Li, C., Huang, B., Shi, Y. Stress-strain relation ofsteel-polypropylene-blended fiber-reinforced concrete under uniaxial cycliccompression[J]. Advances in Materials Science and Engineering, 2018, 2018.

[12]Deng, F., Ding, X., Chi, Y., Xu, L., Wang, L. The pull-out behavior of straightand hooked-end steel fiber from hybrid fiber reinforced cementitious composite:Experimental study and analytical modelling[J]. Composite Structures, 2018,206: 693-712.

[13]Li, B., Chi, Y., Xu, L., Li, C., Shi, Y. Cyclic tensile behavior of SFRC:Experimental research and analytical model[J]. Construction and BuildingMaterials, 2018, 190: 1236-1250.

[14]Li, B., Xu, L., Shi, Y., Chi, Y., Liu, Q., Li, C. Effects of fiber type, volumefraction and aspect ratio on the flexural and acoustic emission behaviors ofsteel fiber reinforced concrete[J]. Construction and Building Materials, 2018,181: 474-486.

[15]Li, B., Chi, Y., Xu, L., Shi, Y., Li, C. Experimental investigation on theflexural behavior of steel-polypropylene hybrid fiber reinforced concrete[J].Construction and Building Materials, 2018, 191: 80-94.

[16] Yu, M., Pei, X.,Xu, L., Ye, J. A unified formula for calculating bending capacity of solid andhollow concrete-filled steel tubes under normal and elevated temperature[J].Journal of Constructional Steel Research, 2018, 141: 216-225.

[17] Chi, Y., Yu, M.,Huang, L., Xu, L. Finite element modeling of steel-polypropylene hybrid fiberreinforced concrete using modified concrete damaged plasticity[J]. EngineeringStructures, 2017, 148: 23-35.

[18] Zhang, S., Yang,D., Sheng, Y., Garrity, S. W., Xu, L. Numerical modelling of FRP-reinforcedmasonry walls under in-plane seismic loading[J]. Construction and buildingmaterials, 2017, 134: 649-663.

[19]Xu, L., Deng, F., Chi, Y. Nano-mechanical behavior of the interfacialtransition zone between steel-polypropylene fiber and cement paste[J].Construction and Building Materials, 2017, 145: 619-638.

[20]Li, B., Xu, L., Chi, Y., Huang, B., Li, C. Experimental investigation on thestress-strain behavior of steel fiber reinforced concrete subjected to uniaxialcyclic compression[J]. Construction and Building Materials, 2017, 140: 109-118.

[21]Huang, L., Chi, Y., Xu, L., Chen, P., Zhang, A. Local bond performance of rebarembedded in steel-polypropylene hybrid fiber reinforced concrete undermonotonic and cyclic loading[J]. Construction and Building Materials, 2016,103: 77-92 ^[7]  .

[22] Xu, L., Huang, L.,Chi, Y., Mei, G. Tensile behavior of steel-polypropylene hybridfiber-reinforced concrete[J]. ACI Materials Journal, 2016, 113(2): 219-229 ^[8]  .

[23]Huang, L., Xu, L., Chi, Y., Xu, H. Experimental investigation on the seismicperformance of steel–polypropylene hybrid fiber reinforced concrete columns[J].Construction and Building Materials, 2015, 87: 16-27 ^[9]  .