[1]杜进禄,黄醒春,王飞.大型泥水盾构施工土体扰动实测及动态模拟[J].地下空间与工程学报, 2009. (6): 1205-1210.

[2]Wang Fei, Huang Xingchun, Deng Jianhua. Numerical analysis of crack under compression by 3D displacement discontinuity method [J]. Journal of Shanghai Jiaotong University (Science), 2010, (3): 297-300.

[3]Wang Fei, Huang Xingchun. Analysis of three-dimensional crack propagation by using displacement discontinuity method [J]. Journal of Donghua University (English Edition), 2010, (6): 835-840.

[4]於昌荣,黄醒春,董其昌,王飞.砂砾地层中盾构切口添加材的试验研究[J].铁道建筑, 2008, (6): 46-48.

[5]王飞.位移不连续法及其在岩体工程中的应用[D].上海:上海交通大学, 2010.

[6]王飞,黄醒春.饱和孔弹性体的位移不连续基本解的求解[C] //第六届全国土木工程研究生学术论坛论文集.北京, 2008: 1.

[7]王飞,董越鹏,黄醒春.弹性层状半平面的位移不连续基本解[J].上海交通大学学报, 2009, (10): 1676-1680．

[8]Gu Sheng, Tang Bai-jian, Wang Fei. Estimation theory on cross-sectional area of cables in mega steel frame and cable bracing structure [C] // 2013 International Conference on Structures and Building Materials, 671-674. Guizhou, China, 2013: 399-403.

[9]Tang Bai-jian, Wang Fei, Gu Sheng. Estimation theory on initial prestress of cables in mega steel frame and cable bracing structure [C] // 2013 International Conference on Structures and Building Materials, 671-674. Guizhou, China, 2013: 404-408.

[10]Wang Fei, Tang Bai-jian. Dynamic effects on a pre-stressed multi-story plane steel frame caused by sudden failure of a cable [C] // 2013 International Conference on Structures and Building Materials, 671-674. Guizhou, China, 2013: 441-445.

[11]  王飞,马剑.基础力学课程教学探索与实践[J].高等建筑教育. 2012, 21(S1): 36-38.

[12]  王飞,唐柏鉴.单层平面钢框架预应力索突然失效的动力效应分析[J].钢结构, 2013, 28(4): 25-28.

[13]  TANG Bai-jian, WANG Fei, GU Sheng. Determination method on initial pretention of cables in steel mega frame and pre-stressed composite bracing structure [J]. Journal of Donghua University (English Edition), 2013, (6): 835-840. (待刊)

[14]  朱佳锋,王飞,彭小龙.巨型钢框架——拉索支撑结构的三种抗震分析方法比较[J].钢结构, 2013, 28(4): 25-28.

[15]  王飞,缪冬冬,朱佳锋,彭小龙. 巨型钢框架—拉索支撑体系在水平荷载作用下的破坏性能[J].江苏科技大学学报（自然科学版）, 2013, 28(4): 25-28.