Transient Response for Infinite Plate on Winkler Foundation by a Moving Distributed Load

Ying Yong Li Xue Xue Bao/Chinese Journal of Applied Mechanics

Volumn 14, Issue 2, 1997, Pages 72-78

  Sun, Lu ^a   Deng, Xuejun ^a  

^a Commu and Trans Ins SE Univ ^*  (China)

Author keywords

Elastic wave; Grneralized duhamel's integral; Infinite plate; Integral transform method; Moving distribution load

Indexed keywords

EID: 0002645441     PISSN: 10004939     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. Payton R. G. An Application of the Dynamic Betti-Rayleigh Reciprocal Theorem to Moring-Point Loads in Elastic Media. Qarterly of Applied Mathe matics, 1964, 299-313
2. Eason G. The stresses produced in a Semi-Infinite solid by a Maoving surface Force, Int. J. of Eng. Sci., 1965, 2: 581 -609
3. Gakenheimer D. C. and Miklowitz J. Transient Excitation of an Elastic-Half Space by a Point Load Traveling on the Surface. J. of Applied Mechanics, ASME, 1969, 505-522
4. Zheng X. P. a+nd Wang S. W. General Selation for Dynamic Problem of Infinite Beam on a Elastic Foundation. Appl. Math. and Mech, 1991, 12: 633-637
5. M. S. A. Hardy and D. Cebou. Importance of Speed and Prequency in Flexible Pavement Response. J. of Eng. Mechanics, ASCE, Vol. 120, 1994, 3: 463-482
6. Zia Zafir, Raj siddharthan. Peter. E. Sebaaly, Dynamic Pavementstrain Histories From Moving Traffic Load. J. of Trans. Eng, ASCE, 120(5): 1994, 821-842
7. Pao Rihhsing. Elastic Waves in Solid. J. of Appl. Mech, ASME, soth Anniversary Issue, 1985, 12