Abstract This paper presents the results of investigation on the fundamental periods of eccentrically braced frame (EBF) structures with varying geometric irregularities. A total of 12 EBFs are designed and analyzed. Based on the results obtained from vibration theory, equations for the approximate fundamental periods are put forth for EBFs which take into account vertical and horizontal irregularities. Through statistical comparison, it was found that a 3-variable power model which is able to account for irregularities resulted in a better fit to the Rayleigh data than equations which were dependent on height only. The proposed equations were validated through a comparison of available measured period data for EBFs. These proposed equations will allow design engineers to quickly and accurately estimate the fundamental period of EBF structures by taking into account their irregularities.
[1]
Hojjat Adeli,et al.
Fundamental period of irregular concentrically braced steel frame structures
,
2014
.
[2]
Robert Tremblay,et al.
Fundamental Periods of Vibration of Braced Steel Frames for Seismic Design
,
2005
.
[3]
H. Adeli,et al.
Approximate formulae for period of vibrations of building systems
,
1985
.
[4]
Eungsoo Kim,et al.
Evaluation of building period formulas for seismic design
,
2010
.
[5]
Hojjat Adeli,et al.
Fundamental period of irregular moment‐resisting steel frame structures
,
2014
.