Skip to main content
Log in

Vibration test and analysis of Laoshan bicycle gymnasium for the Olympic Games under multi-support excitations

  • Published:
Science in China Series E: Technological Sciences Aims and scope Submit manuscript

Abstract

The vibration tests of Laoshan bicycle gymnasium for the Olympic Games are performed under multi-support excitations in order to verify the effectiveness of multi-support time history method. The excitation sources come from the impact forces acting on the ring beam of the reticulated structure, on the basis of which the records of motions of each excited point and corresponding structural vibration responses are all collected. The theoretical analytical model of the structure is further established and the structural dynamic responses are obtained subjected to the same excitation case via multi-support time history method. The calculation results are generally in agreement with those of the test in both time domain and frequency domain, which verify the effectiveness of multi-support time history method. The vibration test can also provide references for long-span structures under multi-support excitations.

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. Clough R W, Penzien J. Dynamics of Structures. UK: McGRAW-HILL International Editions, 1993

    Google Scholar 

  2. Nazmy A S, Abdel-Ghffor A M. Effect of ground motion spatial variability on the response of cable-stayed bridges. Earthq Eng Struct D, 1992, 21(1): 1–20

    Article  Google Scholar 

  3. Liang J Q, Ye J H. Seismic response analysis of long-span space structures under multiple-support excitation. J Southeast U, 2003, 33(5): 625–630

    Google Scholar 

  4. Chu Y, Ye J H. Elastoplastic seismic response analysis of long-span space latticed structures under multi-support excitation. Spatial Struct, 2006, 12(2): 28–33

    Google Scholar 

  5. Lin J H, Williams F S, Zhang W S. A new approach to multiphase-excitation stochastic seismic response. Microcomputers Civil Eng, 1993, 8: 283–290

    Google Scholar 

  6. Shun J M, Ye J H, Cheng W R. Pseudo-excitation method for response analysis of space cable structures under multiple supports excitation. J Vib Shock, 2005, 24(4): 107–110

    Google Scholar 

  7. Kiureghian A D, Neuenhofer A. Response spectrum method for multi-support seismic excitations. Earthq Eng Struct D, 1992, 21(8): 713–740

    Article  Google Scholar 

  8. Berrah M, Kausel E. A model combination rule for spatially varying seismic motions. Earthq Eng Struct D, 1993, 22: 791–800

    Article  Google Scholar 

  9. Liu X M, Ye J H, Li A Q. Research of multi-support response spectrum method. China Civil Eng J, 2005, 38(3): 17–22

    Google Scholar 

  10. Liu X M, Ye J H, Li A Q. Test and analysis of responses of hangar of capital airport under multiple excitations. J Build Struct. 2004, 25(5): 17–21

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to JiHong Ye.

Additional information

Supported by the National Natural Science Foundation of China (Grant No.50108003)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ye, J., Zhou, S., Bao, W. et al. Vibration test and analysis of Laoshan bicycle gymnasium for the Olympic Games under multi-support excitations. Sci. China Ser. E-Technol. Sci. 51, 1516–1529 (2008). https://doi.org/10.1007/s11431-008-0099-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11431-008-0099-4

Keywords

Navigation