惠颖 - 南京理工大学

个人简介

教育经历 1978-1982 本科 1985-1987 硕士研究生 1994-1999 博士研究生工作经历 1982-1985 西安冶金建筑学院基础课部 1987-1994 西安建筑科技大学土木系 2005-现在南京理工大学理学院

研究领域

大跨钢结构的计算理论，钢结构、组合结构、复合材料结构和桥梁结构的稳定性。

近期论文

查看导师新发文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

1.Xi, Y., Xi, Z. and Qin, W. H.（2011）. “Form-finding of cable domes by simplified force density method.” Proc. ICE Structures & Buildings ，Vol.164，June， P181-195. （SCI、EI收录） 2. Xi, Z. and Xi, Y. （2012）. “A simplified method based on proposed group matrix for determining the initial force of cable domes.” Advances in Structural Engineering，Vol.15, No.2, P275-290. （SCI、EI收录） 3.Xi, Z., Xi, Y. and Xiong, H. T. (2014). “Ultimate load capacity of cable-stayed bridges with different deck and pylon connection.” Journal of Bridge Engineering, ASCE, Vol. 19, No. 1. （SCI、EI收录） 4.Xi, Y. and Xi, Z.(2012). “The form-finding of cable domes by dynamic relaxation method.” Proceeding of the 7th International Conference on Advances in Steel Structures, 2012.4,Nanjing,China. （EI收录） 5. Xi, Y. and Kuang, J. S. (1999). “Ultimate load capacity of cable-stayed bridges.” Journal of Bridge Engineering, ASCE, Feb. P14-22. （SCI、EI收录） 6.Xi, Y. and Kuang, J. S. (2000). “An energy approach for geometrically non-linear analysis of cable-stayed bridges.” Proc. ICE Structures & Buildings, Vol.140，Aug. P227-237. 7. Xi, Y. and Kuang, J. S. (1997). “In-plane ultimate load of cable-stayed bridges.” Proceedings of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July P1011-1016. （ISTP收录） 8. Xi, Y. and Kuang, J. S. (1997). “Nonlinear analysis of cable-stayed bridges by energy method.” Proceeding of the 4th U.S.National Congress on Computational Mechanics,San Francisco,USA, Aug. P554. 9. 惠颖，惠卓（2008）. “薄壁构件的复杂卷边.” 钢结构， Vol.23, No.7, P34-38. 10. 惠颖，张沛(2007).“《冷弯薄壁型钢结构技术规范》（GB50018-2002）用于计算高强度钢柱.”钢结构，Vol.22, No.91, P79-82.