Engineering Mechanics

Proceedings Vol. 16 (2010)

ENGINEERING MECHANICS 2010

Copyright © 2010 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

 

Král J.
pages 73 - +5p., full text

A long-term measurement of the wind response of the first building started in 2007and of the second building in 2009. The response monitoring is automatic and continues. Records are analysed in the time and frequency domains. Natural frequencies of the both buildings were verified. The calculations and additional measurements were used for the mode shape identification. The acceleration response resonant components are followed up as a function of the wind speed in the preferred wind directions. The wind speed and directions are obtained from the nearest professional stations of the Czech Hydrometeorological Institute. The aim is the increasing reliability of calculations of the dynamic part of the building response. Recent results are presented in the paper.

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