Structure Isolation in Order to Reduce Vibration Transfer from the Subsoil

Structure Isolation in Order to Reduce Vibration Transfer from the Subsoil

D. Makovicka D. Makovicka

Klokner Institute, Czech Technical University in Prague, Czech Republic

Static and Dynamic Consulting, Czech Republic

Page: 
1-13
|
DOI: 
https://doi.org/10.2495/CMEM-V2-N1-1-13
Received: 
N/A
| |
Accepted: 
N/A
| | Citation

OPEN ACCESS

Abstract: 

Vibrations caused by road or railway vehicles running on surface or underground roads or rail tracks spread through the subsoil into surrounding building structures. These vibrations usually pose no threat to the safety of the structures, but they may limit the use of devices sensitive to vibrations in the buildings. An elastic foundation for the whole structure on a compliant rubber layer inserted into the foundation structure is a solution that restricts the transfer of vibrations into the buildings. The reinforced concrete structure of a building is used as an example here to illustrate the efficiency of using a rubber layer in the footing bottom in order to reduce the propagation of vibrations into the building below the level observed in a non-isolated building structure when loaded by vibrations induced by traffic.

Keywords: 

building structure, dynamic response, traffi c vibration, vibro-base isolation

  References

[1] Jacquet, T. & Heiland, D. Tieffrequente Bauwerken-Kopplungen als Schutz gegen Erschütterungen, Gerb: Berlin, 2002.

[2] Makovicˇka, D. & Makovicˇka, D., Jr., Response analysis and vibroinsulation of buildings subject to technical seismicity. Earthquake Resistant Engineering Structures VII, WIT Press: Southampton, UK, pp. 197–205, 2009. doi: http://dx.doi.org/10.2495/ERES090181

[3] Makovicˇka, D. & Makovicˇka, D., Jr., Springing of building structure in order to eliminate traffi c vibrations, EURODYN 2011: Proceedings of the 8th International Conference on Structural Dynamics, Leuven, pp. 922–927, 2011.

[4] Hunaidi, O., Traffi c Vibrations in Buildings, National Research Council of Canada, No. 39, June 2000.

[5] Giame, J., Saha, P., Shoemaker, D. & Sievers, L., A passive vibration isolation stack for LIGO: design, modeling, and testing. Review of Scientifi c Instruments, 67(1), pp. 208–214, 1996. doi: http://dx.doi.org/10.1063/1.1146573

[6] Kay, H., Nachträgliche Schwingungsisolierungen von Gebäuden. Spezialtiefbau, TIS(4), pp. 14–18, 2001.

[7] Komodromos, P., Seismic isolation for earthquake resistant structures. Advances in Earthquake Engineering Series, WIT Press: Southampton, UK, 2000.

[8] Makovicˇka, D. & Makovicˇka, D., Jr., Dynamic response of a building with vibrobase insulation. IV. European Conference on Computational Mechanics, May 16–21, Paris, France, pp. 1367–1368, 2010.

[9] Phocas, M.C., & Pamboris, G., Multi-storey structures with compound seismic isolation. Earthquake Resistant Engineering Structures VII, WIT Press: Southampton, UK, pp. 207–216, 2009. doi: http://dx.doi.org/10.2495/ERES090191

[10] Makovicˇka, D. & Makovicˇka, D., Jr., Effect of vibro-insulation on restriction of vibration transfer from subsoil into the building. Engineering Mechanics 2011, 17th International Conference, Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i. Brno, pp. 375–378, 2011.

[11] ISO 2631-2:1989, Evaluation of human exposure to whole-body vibration – Part 2: Continuous and shock-induced vibration in buildings (1 to 80 Hz).

[12] Makovicˇka, D. & Makovicˇka, D., Jr., Determination of seismic transport effects on buildings. Earthquake Resistant Engineering Structures VI, WIT Press: Southampton, UK, pp. 353–362, 2007. doi: http://dx.doi.org/10.2495/ERES070341

[13] Makovicˇka, D. & Makovicˇka, D., Jr., Vibrobase insulation of a building excited by the technical seismicity effect of tube railway operation. Earthquake Resistant Engineering Structures VIII, WIT Press: Southampton, UK, pp. 79–88, 2011.

[14] Scia Engineer, release 2011, No. of version 11.0.1172, SCIA Group NV, Herk-de-Stat, Belgium, 2012.