湯軼群

湯軼群，男，博士，東南大學土木工程學院講師。

基本介紹

• 中文名：湯軼群
• 學位/學歷：博士
• 職業：教師
• 專業方向：鋼結構的直接分析法
• 任職院校：東南大學土木工程學院

個人經歷

教育及工作經歷

2004.09 ~ 2008.06

東南大學，土木工程學院，工程力學系，工學學士

2008.09~ 2011.04東南大學， 土木工程學院，工程力學系，工學碩士

2011.06 ~ 2014.08

香港理工大學，土木與環境工程學系，研究助理工作

2014.11~ 2018.03香港理工大學， 土木與環境工程學系，哲學博士

2018.05~至今

東南大學，土木工程學院，工程力學系，教學科研崗工作

研究方向

鋼結構的直接分析法;有限元及非線性有限元方法;套用於工程結構的有限單元的開發;

結構的穩定性研究;結構非線性有限元計算程式的開發.

學術成果

國際期刊論文

Tang, Y. Q., Liu, Y. P, Chan, S. L.& E. F. Du (2019). An innovative co-rotational pointwise

equilibrating polynomial element based on Timoshenko beam theory for second-order analysis.

Thin- Walled Structures, 141, 15-27.

Tang, Y. Q. Liu, Y. P. & Chan, S. L. (2018). A co-rotational framework for quadrilateral shell

elements based on the pure deformational modes. Advanced Steel Construction, 14(1), 90-114.

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，Zhou, Z. H. & Chan, S. L. (2017). A simplified co - rotational method for

quadrilateral shell elements in geometrically nonlinear analysis. International Journal for

Numerical Methods in Engineering, 112(11), 1519-1538

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. (2015). Nonlinear beam-column element under consistent

deformation. International Journal of Structural Stability and Dynamics, 15(05), 1450068.

國內期刊論文

湯軼群&李兆霞. (2012).強載荷下結構動力回響與損傷的跨尺度分析.振動與衝擊,

31(23), 16-25.

國際會議論文

Tang, Y. Q. & Liu, Y. P. Second-order elastic analysis of two- dimensional frames based on

Timoshenko beam theory [C]. The Ninth International Conference on Advances in Steel

Structures, December 5-7, 201 8, Hong Kong

Tang, Y. Q. & Chan, S. L. A simplified co-rotational approach for triangular shell elements based

on the pure deformational mode [C]. The 1 Ith International Conference“Shell Structures: Theory

and Applications”October 11-13, 2017, Gdansk, Poland.

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,