Skip to main content
Log in

A unified viscous-spring artificial boundary for 3-D static and dynamic applications

  • Published:
Science in China Series E Engineering & Materials Science Aims and scope Submit manuscript

Abstract

A method to develop unified artificial boundaries for problems coupling static effect and dynamic effect is proposed. Based on the dynamic viscous-spring artificial boundary and the fundamental solution of static problems in elastic half space, a unified viscous-spring artificial boundary for 3-D static and dynamic applications is established.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Lysmer, J., Kulemeyer, R. L., Finite dynamic model for infinite media, Journal of Engineering Mechanics, ASCE, 1969, 95: 759–877.

    Google Scholar 

  2. Deeks, A. J., Randolph, M. F., Axisymmetric time-domain transmitting boundaries, Journal of Engineering Mechanics, ASCE, 1994, 120(1): 25–42.

    Article  Google Scholar 

  3. Liu Jingbo, Lu Yandong, A direct method for analysis of dynamic soil-structure interaction based on interface idea, in Dynamic Soil-Structure Interaction (eds. Zhang, C. H., Wolf, J. P.) Beijing: International Academia Publishers, 1997, 258–273.

    Google Scholar 

  4. Liu Jingbo, Lu Yandong, A direct method for analysis of dynamic soil-structure interaction, China Civil Engineering Journal (in Chinese), 1998, 31(3): 55–64.

    Google Scholar 

  5. Wang Zhenyu, Computational theory of dynamic response of large structure-soil systems and its application, Ph. D Dissertation. Tsinghua University, Beijing, 2002.

    Google Scholar 

  6. Liao Zhenpeng, Introduction to Wave Motion Theories in Engineering (in Chinese), Beijing: Science Press, 2002.

    Google Scholar 

  7. People’s Republic of China. GB50267-97, Seismic Design Code of Nuclear Power Plants (in Chinese), Beijing: China Planning Press, 1998.

    Google Scholar 

  8. Liu Jingbo, Wang Zhenyu, Zhang Kefeng et al., 3D finite element analysis of large dynamic machine foundation considering soil-structure interaction, Engineering Mechanics (in Chinese), 2002, 19(3): 34–38.

    Google Scholar 

  9. Wang Zhenyu, Liu Jingbo, Pei Yuxiao et al., Theoretical and experimental study on micro-vibration reduction of large dynamic machine foundation, Chinese Journal of Geotechnical Engineering (in Chinese), 2002, 24(3): 363–366.

    Google Scholar 

  10. Xiong Hui, Zou Yinsheng, Xu Zhenyu, The simulation of interactive effect on pile-soil-structure by whole dynamic finite element method in layered soil field (in Chinese), China Civil Engineering Journal, 2004, 37(9): 55–61.

    Google Scholar 

  11. Kellezi, L., Local transmitting boundaries for transient elastic analysis, Soil Dynamics and Earthquake Engineering, 2000, (19): 533–547.

    Article  Google Scholar 

  12. Lysmer, J., Analysis method in soil mechanics, in Translations on Earthquake Engineering and Soil Dynamic Problems (in Chinese), Beijing: Seismic Press, 1985.

    Google Scholar 

  13. Wolf, J. P., Song, C., Finite-Element Modeling of Unbounded Media, New York Wiley, 1996.

    Google Scholar 

  14. Xu Zhilun, Elasticity Mechanics (in Chinese), Beijing: Higher Education Press, 1990.

    Google Scholar 

  15. Pekeris, C. L., The seismic surface pulse, Proceedings of the National Academy of Science, 1955, 41: 469–480.

    Article  MATH  MathSciNet  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Liu Jingbo.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Liu, J., Li, B. A unified viscous-spring artificial boundary for 3-D static and dynamic applications. Sci. China Ser. E-Technol. Sci. 48, 570–584 (2005). https://doi.org/10.1360/04ye0362

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1360/04ye0362

Keywords

Navigation