Citation: | LOU Ping, CENG Qing-yuan. Finite element analysis of infinitely long beam resting on continuous viscoelastic foundation subjected to moving loads[J]. Journal of Traffic and Transportation Engineering, 2003, 3(2): 1-6. |
[1] |
YoshidaD M, WeaverW. Finite element analysis of beams and plates with moving loads[J]. Publication of InternationalAssociation forBridge and Structural Engineering, 1971, 31 (1): 179—195.
|
[2] |
FilhoF V. F inite element analysis of structures under movingloads[J]. Shock andVibrationDigest, 1978, 10 (8): 27-35.
|
[3] |
OlssonM. Finite element, modal co-ordinate analysis of stru-ctures subjected to m oving loads[J]. Journal ofSound andVibration, 1985, 99 (1): 1—12.
|
[4] |
ThambiratnamD, ZhugeY. Dynamic analysis of beams on anelastic foundation subjected to moving loads[J]. Journal ofSound andVibration, 1996, 198 (2): 149—169.
|
[5] |
WU Jong-shyong, DAIChang-wang. Dynamic responses of multispan nonuniform beam due to moving loads[J]. Journal of Structural Engineering, 1987, 113 (3): 458—474.
|
[6] |
CloughR W, PenzienJ. Dynamics ofStructures[M]. McGraw-HillInc., NewYork, 1975.
|
[7] |
MeirovitchL. AnalyticalMethods inVibrations[M]. Macmil-lanCompany, London, U. K., 1967.
|
[8] |
PilkeyW D, ChangP Y. ModernFormulas forStatics andDynamics[M]. McGraw-HillBookCo., NewYork, 1978.
|
[9] |
CaiC W, CheungY K, ChanH C. Dynamic response of infinitecontinuous beam s subjected to a moving force— an exactmethod[J]. Journal ofSound andVibration, 1988, 123 (3): 461—472.
|
[10] |
DeanG Duffy. The response of an infinite railroad track to amoving, vibrating mass[J]. Journal ofAppliedMechanics, 1990, 57 (1): 66—73.
|
[11] |
郝瀛. 铁道工程[M]. 北京: 中国铁道出版社, 2000.
|
[12] |
曾庆元. 弹性系统总势能不变值原理[J]. 华中理工大学学报, 2000, 28 (1): 1—3. https://www.cnki.com.cn/Article/CJFDTOTAL-HZLG200001000.htm
ZENG Qing-yuan. The principle of total potential energy withstationary value in elastic system dynam ics[J]. Journal ofHuazhongU niversity ofScience andTechnology, 2000, 28 (1): 1-3. (inChinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HZLG200001000.htm
|
[13] |
曾庆元, 郭向荣. 列车桥梁时变系统振动分析理论与应用[M]. 北京: 中国铁道出版社, 1999.
|
[14] |
曾庆元, 杨平. 形成矩阵的"对号入座"法则与桁梁空间分析的桁段有限元法[J]. 铁道学报, 1986, 8 (2): 48—59. doi: 10.3321/j.issn:1001-8360.1986.02.006
ZENG Qing-yuan, YANG Ping. The"set-in-right-position"rule for forming structural matrices and the finite truss-element method for space analysis of truss bridges[J]. Journal of the China Railway Society, 1986, 8 (2): 48-59. (inChinese). doi: 10.3321/j.issn:1001-8360.1986.02.006
|
[15] |
ZENG Qing-yuan, L OU Ping, XIANG Jun. The principle of total potential energy with stationary value in elastic systemdynamics and its application to the analysis of vibration and dynamic stability[J]. Journal of Huazhong University ofScience andTechnology (UrbanScience), 2002, 19 (1): 7—14.
|
[16] |
ZENG Qing-yuan, L OU Ping, XIANG Jun. The principle oftotal potential energy with stationary value in elastic systemdynamics and its vibration analysis[A ]. Proceedings of International Conference on Engineering and Technological Sciences 2000, Session5[C]. Beijing: SciencePress, 2000.183—193.
|
[17] |
LOU Ping, ZENG Qing-yuan. On three approaches to formula-tion of the equations of motion of a dynamic system[J]. Journal of Structural Engineering (Madras), 2002, 29 (2): 119—123.
|
[18] |
李德建. 列车—轨道时变系统空间振动分析[D]. 长沙: 长沙铁道学院, 1996.
|
[19] |
郭文华. 中小跨度铁路桥梁横向刚度分析[D]. 长沙: 长沙铁道学院, 1999.
|