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The vibrational characteristics of a twelve‐storey steel frame building
Author(s) -
Foutch Dougla S. A.
Publication year - 1978
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290060304
Subject(s) - structural engineering , vibration , finite element method , excitation , normal mode , ground motion , engineering , deformation (meteorology) , physics , materials science , acoustics , composite material , electrical engineering
The Ralph M. Parsons World Headquarters building, a twelve‐storey steel frame structure, was subjected to a series of forced vibration tests. The natural frequencies, three‐dimensional mode shapes and damping coefficients of nine modes of vibration were determined. Other features of this investigation included the study of non‐linearities associated with increasing levels of response, detailed measurements of the deformation of the first floor and the ground surrounding the structure, and measurements of strain in one of the columns of the structure during forced excitation. The dynamic characteristics of the building determined by these tests are compared to those predicted by a finite element model of the structure. The properties of primarily translational modes are predicted reasonably well, but adequate prediction of torsional motions is not obtained. The comparison between measured and predicted strains suggests that estimates of stress determined from finite element analyses of buildings might be within 25 per cent of those experienced by the structure for a known excitation.