戚家南

发布者:张爱芹发布时间:2018-07-01浏览次数:4383

戚家南博士,讲师,桥隧与地下工程系。19887月生,江苏宿迁人。20181月于东南大学获土木工程专业博士学位(导师王景全教授),毕业后留校任教。20161月至20171月在美国田纳西大学进行国家公派联合培养(导师Prof. Z John Ma, F. ASCE)。ASCEACI学会会员,ASCEStructural Concrete等期刊审稿人。

教育和工作经历

2014.03-2018.01      东南大学             工学博士

2016.01-2017.01      美国田纳西大学       联合培养

2013.07-2014.03      中设设计集团         助理工程师

2010.09-2013.06      东南大学             工学硕士

2006.09-2010.06      吉林大学             工学学士

研究方向

1UHPC“材料-结构”跨尺度设计理论与工程应用

2)混凝土及预应力混凝土结构

3)高性能组合结构体系及理论

获奖情况

教育部科技进步二等奖,超大吨位转体施工桥梁建造关键技术创新与应用(排名15/15),2017

东南大学优秀博士学位论文培育基金,2015

国家奖学金,2016

江苏省优秀硕士学位论文,2014

 东南大学优秀硕士毕业生,2013

学术兼职

ASCE Journal of Structural EngineeringASCE Journal of Bridge EngineeringStructural Concrete等国际期刊审稿人

世界交通运输大会(WTC)结构工程-桥梁建造新技术、新材料、新工艺-0委员

代表性论文

  • Qi, J., Wang, J, and Ma, Z. J. Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: experiment and theory. Structural Concrete, 2018, 19(3):719-734.

  • Qi, J., Ma, Z. J. and Wang, J. Shear strength of UHPFRC beams: mesoscale fiber-matrix discrete model. ASCE Journal of Structural Engineering, 2017, 143(4), 04016209.

  • Qi, J., Wang, J., Li, M. and Chen, L. Shear capacity of stud shear connectors with initial damage: experiment, FEM model and theoretical formulation. Steel and Composite Structures, 2017, 25(1): 79-92.

  • Qi, J., Wang, J, Ma, Z. J. and Teng T. Shear behavior of externally prestressed concrete beams with draped tendons. ACI Structural Journal, 2016, 113(4): 677-688.

  • Qi, J., Ma, Z. J., Wang, J. and Liu T. Post-cracking shear strength and deformability of HSS-UHPFRC beams. Structural Concrete, 2016, 17(6): 1033-1046.

  • Wang, J, Qi, J. and Zhang, J. Optimization method and experimental study on the shear strength of externally prestressed concrete beams. Advances in Structural Engineering, 2014, 17(4): 607-615.

  • Ding, X., Qi, J., Fang, W., Chen M. and Chen Z. Improvement on properties of recycled concrete with coarse ceramic vase aggregates using KH-550 surface treating technology. European Journal of Environmental and Civil Engineering, 2017, DOI: 10.1080/19648189.2017.1363664.

  • Wang, Z., Wang, J. and Qi, J. Explicit analytical model for seismic shear strength of RC bridge columns with different failure modes. Magazine of Concrete Research, 2018, DOI: 10.1680/jmacr.16.00366.

  • 戚家南, 王景全, 吕志涛. 体外预应力混凝土梁受剪承载力计算方法研究[J]. 建筑结构学报, 2015, 36(1): 92-97.

  • 王景全, 戚家南. 有腹筋与无腹筋钢筋混凝土梁抗剪承载力统一计算方法[J]. 土木工程学报, 2013, 46(7): 47-57.

  • 王震, 王景全, 戚家南. 钢管混凝土组合桥墩变形能力计算模型[J]. 浙江大学学报, 2016, 50(5): 864-870.

  • Qi, J., Wang, J., and Wang Q. Push-out test of large stud shear connectors embedded in UHPC. The 2nd International Conference on UHPC Materials and Structures, Fuzhou, 2018.

  • Qi, J., and Wang, J. Influence of draped tendons on crack distribution and shear capacity of externally prestressed concrete beams. 6th International Symposium on Innovation and Sustainability of Structures in Civil Engineering, Beijing, 2015.

  • Wang, J., Qi, J., Zhang, J. Optimization method of the shear strength for externally prestressed concrete beams. First International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2012), Hongkong, 2012.

  • 戚家南, 王景全. 超高性能混凝土梁受剪性能试验研究. 2018世界交通运输大会论文集. 北京, 2018.

  • 王琦, 戚家南, 王景全. 装配式钢-UHPC组合梁在中小跨径梁桥中的应用研究. 2018世界交通运输大会论文集. 北京, 2018.

联系方式

Email: qijianan723@126.com              电话: 18761850722

通讯地址:南京市江宁区东南大学路2号,211189

 

戚家南个人简介.pdf