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Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis
Author(s) -
Crowley Helen,
Pinho Rui
Publication year - 2010
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.949
Subject(s) - eurocode , vibration , structural engineering , acceleration , seismic analysis , spectral acceleration , base (topology) , engineering , seismic loading , shear (geology) , geology , mathematics , peak ground acceleration , acoustics , ground motion , physics , mathematical analysis , petrology , classical mechanics
The period of vibration is a fundamental parameter in the force‐based design of structures as this parameter defines the spectral acceleration and thus the base shear force to which the building should be designed. This paper takes a critical look at the way in which seismic design codes around the world have allowed the designer to estimate the period of vibration for use in both linear static and dynamic analysis. Based on this review, some preliminary suggestions are made for updating the clauses related to the estimation of the periods of vibration in Eurocode 8. Copyright © 2009 John Wiley & Sons, Ltd.