Dynamic characteristics of a multi-storey concrete building

  1. (PDF, 3 MB)
  2. Get@NRC: Dynamic characteristics of a multi-storey concrete building (Opens in a new window)
AuthorSearch for:
Journal titleProceedings of the Institution of Civil Engineers
Volume43 & 45
Pages553572 & 699-700
AbstractThe first four lateral modes and frequencies of vibration of a 15-storey reinforced concrete building were obtained from an analysis of wind-induced vibration measurements. The building consists of flat slabs supported on columns and shear walls. Theoretical values of the vibrational modes are calculated using different structural models and considering upper and lower bounds of floor weights and material properties. For some select models, the influence of foundation compliance in the rocking and sliding mode is also investigated theoretically. Results indicate that changes in modal frequencies may be substantial for practically realizable variations in material properties. Measured frequencies of the building fall within the calculated frequency bounds for one particular mathematical model. It is also demonstrated that the frequencies of the lower modes of vibration may be decreased significantly by foundation rocking.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC number11461
NPARC number20358904
Export citationExport as RIS
Report a correctionReport a correction
Record identifier5bd58e1c-8ef8-4dcf-9bfd-eb53e4962f54
Record created2012-07-20
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: