期 刊->[12] Wang XiaoFeng,Yang QingShan, Law Siu-seong. A shear locking-free spatial beam element with general thin-walled closed cross-section. Engineering Structures.2014, 58: 12–24(SCI)
期 刊->[11] 王曉峰, 楊慶山.考慮橫向和扭轉剪切變形的空間薄壁梁單元[J]. 力學學報. 2013, 45(2):293-296(EI)
期 刊->[10] 王曉峰,馬佳,楊慶山.預應力積成材力學性能試驗研究與有限元分析.建筑結構學報.2013, 34(2): 149-157(EI)
期 刊->[9] Yang QinShan, Tan Feng, Wang XiaoFeng. Loading and wrinkling analysis of membrane structures. SCIENCE CHINA Technological Sciences. 2011, 54(10):2597-2604 (SCI).
期 刊->[8] 王曉峰, 張其林. 空間薄壁梁完全拉格朗日格式幾何剛度矩陣. 同濟大學學報. 2011. 39(2):151-157 (EI).
期 刊->[7] 王曉峰, 張其林, 楊慶山. 空間薄壁截面梁非線性有限單元模型. 工程力學. 2011, 28(6): 1-5 (EI) .
期 刊->[6] Wang XF, Zhang QL, Yang QS. A new finite element of spatial thin-walled beams. Applied Mathematics and Mechanics-English Edition. 2010. 31(9):1141-1152 (SCIE).
期 刊->[5] Wang XF, Yang QS, Zhang QL. A new beam element for analyzing geometrical and physical nonlinearity. ACTA MECHANICA SINICA. 2010, 26(4). 605-615 (SCI).
期 刊->[4] Yang QS, Wang XF. A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section. Science China-Technological Sciences. 2010. 53(3): 829-838 (SCI).
期 刊->[3] Wang XF, Yang QS. Geometrically nonlinear finite element model of spatial thin-walled beams with general open cross section. ACTA MECHANICA SOLIDA SINICA. 2009. 22(1): 64-72 (SCIE).
期 刊->[2] 王曉峰, 楊慶山. 空間薄壁截面梁的材料非線性有限元模型. 工程力學. 2009. 26(8):138-142 (EI).
期 刊->[1] 王曉峰, 楊慶山. 基于Timoshenko梁理論的薄壁截面梁彎扭耦合分析. 工程力學. 2008. 25(5): 12-16 (EI).