龙驭球. 弹性地基梁的计算[M]. 北京: 人民教育出版社, 1981: 4-13. Long Yuqiu. Caculation method in elastic foundation beam [M]. Beijing: People’s Education Press, 1981: 4-13. (in Chinese)
[2]
Bowles Joseph E. Foundation analysis and design [M]. New York McGraw-Hill Companies, Inc, 1996: 35-44.
[3]
Hetenyi M. Beams on elastic foundation [M]. Michigan Ann Arbor: University of Michigan Press, 1946: 21-38.
[4]
杨维加. 弹性地基梁的三角级数解法[M]. 北京: 中国水利水电出版社, 2005. Yang Weijia. Trigonometric series method in elastic foundation beam [M]. Beijing: China WaterPower Press, 2005. (in Chinese)
[5]
Selvadurai A P S. Elastic analysis of soil-foundation interaction [M]. Elsevier Scientific Publishing Corporation, 1979: 11-16.
[6]
Morfidis K. Exact matrices for beams on three-parameter elastic foundation [J]. Computers and Structures, 2007, 85(15): 1243-1256.
[7]
Avramidis I E, Morfidis K. Bending of beams on three-parameter elastic foundation [J]. International Journal of Solids and Structures, 2006, 43(2): 357-75.
[8]
Murin J, Aminbaghai M, Kutis V, Hrabovsky J. Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic winkler foundation [J]. Engineering Structures, 2013, 49: 234-247.
[9]
Sapountzakis E J, Kampitsis A E. Nonlinear dynamic analysis of timoshenko beam-columns partially supported on tensionless winkler foundation [J]. Computers & Structures, 2010, 88(21/22): 1206-1219.
[10]
Motohiro Sato, Shunji Kanie, Takashi Mikami. Mathematical analogy of a beam on elastic supports as a beam on elastic foundation [J]. Applied Mathematical Modelling, 2008, 32(5): 688-699.
[11]
刘畅, 郑刚. 地基不均匀沉降对上部结构影响的弹性支承分析法[J]. 建筑结构学报, 2004, 25(4): 124-128. Liu Chang, Zheng Gang. Analysis of the influence of ground unequal settlement on the structure with elastic support model method [J]. Journal of Building Structures, 2004, 25(4): 124-128. (in Chinese)
[12]
陈原, 钱江. 含模糊参数弹性地基梁及桩的有限元分析[J]. 工程力学, 2004, 21(1): 125-130. Chen Yuan, Qian Jiang. Fuzzy finite element analysis of beams and pileson winkler foundation [J]. Engineering Mechanics, 2004, 21(1): 125-130. (in Chinese)
[13]
张强勇. 弹性地基梁杆系有限元法在深大基坑工程支护设计中的应用[J]. 建筑结构学报, 2005, 26(3): 114-117, 121. Zhang Qiangyong. Application of bar system FEM for beam on elastic foundation in supporting design for a deep and large foundation pit engineering [J]. Journal of Building Structures, 2005, 26(3): 114-117, 121. (in Chinese)
[14]
Motaghian S E, Mofid M, Alanjari P. Exact solution to free vibration of beams partially supported by an elastic foundation [J]. Scientia Iranica, 2011, 18(4): 861-866.
[15]
Allotey N K, El Naggar M H. An investigation into the winkler modeling of the cyclic response of rigid footings [J]. Soil Dyn Earthquake Eng, 2008, 28(1):44-57.
[16]
陈天愚, 张克绪, 单兴波. 弹性地基梁的修正刚度矩阵解法[J]. 哈尔滨建筑大学学报, 2000, 33(2): 44-48. Chen Tianyu, Zhang Kexu, Shan Xinbo. Modifying stiffness matrix method of elastic foundation beam [J]. Journal of Harbin University of Civil Engineering and Architecture, 2000, 33(2): 44-48. (in Chinese)
[17]
黄义, 何方社. 弹性地基上的梁、板、壳[M]. 北京: 科学出版社, 2005: 8-14. Huang Yi, He Fangshe. Beam, plate and shell on elastic foundation [M]. Beijing: Science Press, 2005: 8-14. (in Chinese)
[18]
王新敏. ANSYS工程结构数值分析[M]. 北京: 人民交通出版社, 2007: 20-29. Wang Xinming. The ANSYS engineering structures numerical analysis [M]. Beijing: People’s Communication Press, 2007: 20-29. (in Chinese)
