汤轶群

发布者:张爱芹发布时间:2018-05-21浏览次数:2302

汤轶群(Tang Yi Qun)博士

  

单位:

东南大学土木工程学院工程力学系

地址:

南京市江宁区东南大学九龙湖校区

邮箱:

yi-qun.tang@seu.edu.cn

  

教育经历

  

2004.09 ~ 2008.06

东南大学,土木工程学院,工程力学系,工学学士

  

2008.09~ 2011.04

东南大学,土木工程学院,工程力学系,工学硕士

专业方向:结构健康监测

  

2014.11~2018.03

香港理工大学,土木与环境工程学系,博士

专业方向:Structural Engineering (结构工程)

  

工作经历

  

2011.06~ 2014.08

香港理工大学,环境与结构工程学系,作为研究助理参与过多项科研及工程项目.

科研相关项目:

香港政府RGC (The Hong Kong Research Grants Council) 项目:

“Second-order Analysis of Flexible Steel Cable Nets Supporting Debris (PolyU152008/15E)”

“Second-order and Advanced Analysis of Arches and Curved Structures (PolyU152012/14E)”

“Advanced and Second-order Analysis for Long-span Steel Structures (PolyU5166/12E)”

香港理工大学项目:

“Simulation-based Second-order and Advanced Analysis for Strength, Stability and Ductility Design of Steel Structures (PolyU5120/09E)”

  

工程相关经历:

从事钢结构建筑的直接分析与设计;钢结构节点设计;参与过多起香港工程事故鉴定.

  

主要研究方向与兴趣

  

钢结构的直接分析与设计;有限元及非线性有限元方法;应用于工程结构的有限单元的开发;框架结构及板壳结构的稳定性研究; 结构非线性有限元计算程序的开发.

  

发表一作论文

SCI论文:

Tang, Y. Q., Zhou, Z. H.& Chan, S. L. (2013). An accurate curved beam element based on trigonometrical mixed polynomial function.International Journal of Structural Stability and Dynamics,13(04), 1250084.

Tang, Y. Q., Zhou, Z. H.& Chan, S. L. (2015). Nonlinear beam-column element under consistent deformation.International Journal of Structural Stability and Dynamics,15(05), 1450068.

Tang, Y. Q., Zhou, Z. H.& Chan, S. L. (2016). Geometrically nonlinear analysis of shells by quadrilateral flat shell element with drill, shear, and warping.International Journal for Numerical Methods in Engineering,108(10), 1248-1272.

Tang, Y. Q., Zhou, Z. H.& Chan, S. L. (2017). A simplified corotational method for quadrilateral shell elements in geometrically nonlinear analysis.International Journal for Numerical Methods in Engineering,112(11), 1519-1538

Tang, Y. Q., Liu, Y. P.& Chan, S. L. (2018). Element-independent pure deformational and co-rotational methods for triangular shell elements in geometrically nonlinear analysis.International Journal of Structural Stability and Dynamics,18(05), 1450068.

Tang, Y. Q., Liu, Y. P.& Chan, S. L. (2018).A co-rotationalframeworkforquadrilateralshellelementsbasedonthe pure deformational modes. Advanced Steel Construction, 14(1), 90-114.

  

EI检索论文:

汤轶群&李兆霞. (2012). 强载荷下结构动力响应与损伤的跨尺度分析.振动与冲击,31(23), 16-25.

  

会议论文:

Tang, Y. Q., Zhou, Z. H. & Chan, S. L. Nonlinear beam-column element under consistent deformation [C]. The Eighth International Conference on Advances in Steel Structures, July 21-24, 2015, Lisbon, Portugal.

Tang, Y. Q.& Chan, S. L. A simplified co-rotational approach for triangular shell elements based on the pure deformational mode [C]. The 11th International Conference “Shell Structures: Theory and Applications”, October 11-13, 2017, Gdansk, Poland.