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刘锋涛

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刘锋涛

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个人信息

姓名:?刘锋涛????????出生日期:?1979/11/12??????性别:?男

籍贯:?河北藁城市????国籍:?中国????????????????学位:?博士

电邮:?celiuft@gmail.com?

工作经历

06/2002–07/2003?中铁十五局集团有限公司?技术员

12/2008–01/2009?香港理工大学?研究助理

03/2011–02/2012?香港科技大学?博士后

教育背景

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09/1999–07/2004?石家庄铁道学院?土木工程?学士

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09/2004–07/2006?哈尔滨工业大学?结构工程?硕士

09/2006–01/2011?哈尔滨工业大学?结构工程?博士?

研究兴趣?

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1)?极限与安定性分析理论;

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2)?边坡、隧道等岩土结构物的稳定性分析;

3)?有限元、无网格法、DDA等高精度数值计算方法。?

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教学?

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地质工程专业本科生课程:

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《工程力学》

《有限元法理论及工程应用》

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论文发表

1)Feng-Tao?Liu,?You-Hua?Fan,?Shu-Wen?Jiang.?Discussion?of?“A?simple?mathematical?model?for?soil?nail?and?soil?interaction?analysis”?by?Wan-Huan?Zhou?and?Jian-Hua?Yin?[Computers?and?Geotechnics?35?(2008)?479–488].?Computers?and?Geotechnics?2009,?36:?686-687.?(SCI)

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2)?Feng-Tao?Liu,?You-Hua?Fan,?Jian-Hua?Yin.?The?use?of?QP-free?algorithm?in?the?limit?analysis?of?slope?stability?analysis.?Journal?of?Computational?and?Applied?Mathematics?2011,?235?(13):?3889-3897.?(SCI)

3)?Fengtao?Liu?and?Jidong?Zhao.?Upper?bound?limit?analysis?using?radial?point?interpolation?meshless?method?and?nonlinear?programming.?International?Journal?of?Mechanical?Science?2013,?70:?26-38.?(SCI)

4)?Fengtao?Liu?and?Jidong?Zhao.?Limit?analysis?of?slope?stability?by?rigid?finite?element?method?and?linear?programming?considering?rotational?failure,?International?Journal?of?Geomechanics?(ASCE),?10.1061/(ASCE)GM.1943-5622.0000283?(Dec.?29,?2012).?(EI)

5)?Liu,?F.T.,?Zhao,?J.D.,?Fan,?Y.H.,?Yin,?J.H.?(2011).?Upper?bound?limit?analysis?of?soil?slope?stability?based?on?RPIM?meshless?method.?In?Y.Q.?Ni,?J.H.?Yin?and?X.W.?Ye?(Eds.)?Proceeding?of?the?5th?Cross-strait?Conference?on?Structural?and?Geotechnical?Engineering?(SGE-5).?13-15?July?2011,?Hong?Kong,?China,?pp.337-346.

6)Liu,?F.T.,?Zhao,?J.D.?(2012).?RFEM-based?limit?analysis?of?slope?stability?by?linear?programming.?In?W.?Z.?Lu?and?J.?F.?Wang?(Eds.)?Proceeding?of?the?16th?Annual?Conference?of?Hong?Kong?Society?of?Theoretical?and?Applied?Mechanics?(HKSTAM).?17?March?2012,?Hong?Kong,?China.?pp?62.

7)?刘锋涛,?凡友华.?基于MATLAB实现二维Delaunay三角剖分.?工程地质计算机应用?2008,?51(3):?34-36.