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1. Peng Miaojuan, Xu Zhihong. Research on Nonlinear Constitutive Relationship of Permanent Deformation in Asphalt Pavements. Science in China Ser. G: Physics and Astronomy, 2006, 49(6): 671-682. EI070510401277 SCI000242545000004
2. Miaojuan Peng, Yumin Cheng. A Boundary Element-free Method(BFFM) for Two-dimensional Potential Problems. Engineering Analysis with Boundary Elements, 2009, 33(1): 77-82. EI20084711731976 SCI000262016300008
3. Miaojuan Peng, Pei Liu , Cheng Yumin. The Complex Variable Element-free Galerkin (CVEFG) Method for Two-Dimensional Elasticity Problems. International Journal of Applied Mechanics, 2009, 1(2): 367-385. SCI000207921300007 EI20115114611045
4. Miaojuan Peng, Dongming Li, Yumin Cheng. The Complex Variable Element-free Galerkin(CVEFG) Method for Elasto-Plasticity Problems. Engineering Structures, 2011, 33(1): 127-135 EI20104813442832 SCI000285905100014
5. Miaojuan Peng, Rongxin Li, Yumin Cheng. Analyzing Three-Dimensional Viscoelasticity Problems via The Improved Element-Free Galerkin (IEFG) Method. Engineering Analysis with Boundary Elements, 2014, 40: 104-113EI20140217179225 SCI000331853300009
6. Peng Miaojuan, Cheng Yumin. Nonlinear Dynamic Instability and Bifurcation Theory for Engineering Structures. Journal of Shanghai University, 2005, 9(1): 29-34. EI05139014975
7. Cheng Yumin, Peng Miaojuan. Boundary Element-free Method for Elastodynamics. Science in China Ser. G: Physics, Mechanics & Astronomy , 2005, 48(6): 641-657. SCI0002235013100001 EI06109748893
8. Heng Cheng, Miaojuan Peng and Yumin Cheng. A Fast Complex Variable Element-Free Galerkin Method for Three-Dimensional Wave Propagation Problems. Journal of Applied Mechanics, 2017, 9(6): 1750090-1-29. SCI000412660700014
9. Heng Cheng, Miaojuan Peng, Yumin Cheng. A Hybrid Improved Complex Variable Element-free Galerkin Method for Three-dimensional Potential Problems. Engineering Analysis with Boundary Elements, 84: 52-62. SCI000413614000006 EI 20173504082616
10. Yi Dong, Miaojuan Peng,Yongqi Ma, Wei Feng. Nonlinear Finite Element Research for the Rutting of Asphalt Pavement Base on Shear Stress Analysis. Applied Mechanics and Materials, 2011, 97-98: 91-94. EI20114114419827
11. Cheng Yu-min, Li Rong-xin, Peng Miao-juan.Complex Variable Element-Free Galerkin (CVEFG) Method for Viscoelasticity Problems. Chinese Physics B, 2012, 21(9): 090205-1-12. SCI000308870300005 EI20123915463986
12. Y. M. Cheng, F. N. Bai, M. J. Peng. A Novel Interpolating Element-Free Galerkin (IEFG) Method for Two-Dimensional Elastoplasticity Problems. Applied Mathematical Modelling, 2014, 38(21-22): 5187-5197. EI 20143600028412 SCI 000345182100017
13. Yumin Cheng, Wenqing Wang, Miaojuan Peng and Zan Zhang. Mathematical Aspects of Meshless Methods. Mathematical Problems in Engineering, 2014, 2014: 756297-1-4. EI20143118014199 SCI000337452300001
14. Yajie Deng, Chao Liu, Miaojuan Peng, Yumin Cheng*. The interpolating complex variable element-free Galerkin method for temperature field problems. International Journal of Applied Mechanics, 2015, 7(2): 1550017-1-24 SCI000353550100002
15. Cheng Yu-Min, Liu Chao, Bai Fu-Nong, Peng Miao-Juan. Analysis of elastiplasticity problems using an improved complex variable element-free Galerkin method. Chinese Physics B, 2015, 20(10): 100202 SCI000363327400003
16. Cheng YM, Bai FN, Liu C, Peng MJ. Analyzing nonlinear large deformation with an improved element-free Galerkin method via the interpolating moving least-squares method. International Journal of Computational Materials and Engineering. 2016, 5(4): 1650023 SCI000390243500005
17. 彭妙娟, 许志鸿. 沥青路面永久变形的非线性本构模型研究. 中国科学G辑 物理学 力学 天文学, 2006, 36(4): 415-426.
18. 彭妙娟, 张登良, 夏永旭.半刚性基层沥青路面的断裂力学计算方法及其应用. 中国公路学报, 1998, 11(2): 30-38. EI1998074299543
19. 彭妙娟, 刘茜. 粘弹性问题的改进的复变量无单元Galerkin方法. 物理学报, 2014, 63(18): 180203-1-9 EI20144200103852 SCI000342679900003
20. 彭妙娟, 许志鸿. 沥青路面车辙预估方法. 同济大学学报, 2004, 32(11): 1457-1460.
21. 彭妙娟, 许志鸿. 沥青混凝土路面永久变形实验方法评述. 同济大学学报, 2006, 34(6): 761-765. EI063710111185
22. 彭妙娟, 朱轶韵, 程玉民. 断裂力学的无限相似边界元法. 建筑结构学报,2006, 27(增刊): 286-293. EI 070410389694
23. 彭妙娟, 程玉民. 断裂力学的相似边界元法及其应用. 应用力学学报, 2007,24(2): 294-297. EI073110727740
24. 彭妙娟, 许志鸿. 沥青路面永久变形的非线性粘弹-弹塑性本构模型. 交通运输工程学报, 2007, 7(5): 41-47.
25. 彭妙娟, 吴嘉岭,杨建飞,钱跃竑. 超高层建筑群台风流场的LBM分析. 力学季刊, 2014, 35(4): 567-577.
26. 彭妙娟, 程玉民. 断裂力学的半解析相似边界元法. 力学季刊, 2004, 25(4): 548-554.
27. 彭妙娟, 薛继盛, 许志鸿, 邱颖峰, 胡尚军. 采用硬沥青的沥青混合料路用性能试验研究. 公路, 2010(4): 10-15.
28. 彭妙娟, 薛继盛, 许志鸿. 一种新的沥青路面车辙预估方法. 中外公路, 2008, 28(2): 28-32.
29. 彭妙娟, 王兴培, 李荣鑫. 水性环氧改性水泥砂浆的路用性能试验研究. 中外公路, 2012, 32(2): 201-206.
30. 彭妙娟, 程玉民. 西三线沥青路面荷载应力与温度应力分析. 西安理工大学学报, 1998, 14(2): 172-177.
31. 彭妙娟, 吴超. 层间摩阻力下中面层及动荷载对沥青路面车辙影响的有限元分析. 公路, 2016(3): 1-6.
32. 彭妙娟,席伟成. 改进的无单元Galerkin方法在机场复合道面中的应用. 计算机辅助工程, 2016, 25(2): 67-74.
33. 彭妙娟, 赵文宣. 层间接触对沥青路面抗车辙性能的影响. 公路交通科技, 2016, 33(7): 1-6,52.
34. 彭妙娟, 程玉民.半刚性基层沥青路面的开裂机理分析. 现代土木工程的新发展.南京: 东南大学出版社, 1999. 547-551.
35. 彭妙娟, 程玉民. 网壳结构非线性动态失稳分析.力学2000. 北京:气象出版社, 2000. 283-284.
36. 彭妙娟, 许志鸿. 沥青路面永久变形的形成及其控制. 华东公路, 2004 (5): 3-7.
37. 李冬明, 彭妙娟, 程玉民. 弹性大变形问题的复变量无单元Galerkin方法. 中国科学G辑 物理学 力学 天文学, 2011, 41(8): 1003-1014.
38. 董轶, 彭妙娟, 薛继盛. 交通荷载下沥青路面车辙的三维非线性有限元分析. 应用力学学报, 2012, 29(1): 98-104.
39. 吴磊, 彭妙娟. 机场复合道面反射裂缝的力学分析. 公路,2017(1): 14-18.
40. 李荣鑫, 彭妙娟, 李冬明. 无单元Galerkin方法在沥青混凝土路面车辙分析中的应用. 公路, 2012(1): 28-33.
41. 董轶, 彭妙娟. 中面层对沥青混凝土路面抗车辙性能的影响研究. 中外公路,2010, 30(4): 108-111.
42. 吴超, 彭妙娟. 层间摩阻力对沥青路面车辙的非线性有限元分析. 中外公路, 2013, 33(6): 38-41.
43. 刘沛, 彭妙娟, 程玉民. 势问题的复变量无单元Galerekin方法. 计算机辅助工程,2009, 18(4): 10-14.
44. 邹诗莹, 席伟成, 彭妙娟, 程玉民. 运用改进的无单元Galerkin方法分析机场道面断裂力学问题. 物理学报, 2017, 66(12): 120204.
45. 王兴培, 杨帆, 李荣鑫, 彭妙娟. 新型改性水泥砂浆抗渗和耐磨性能试验研究. 中外公路, 2012, 32(4): 259-262.