Journal article
Effect of Peak Ground av Ratio on Structural Damage
Abstract
Three sets of real earthquake records are selected to represent seismic ground motions in the low, normal, and high av peak ground accelerationpeak ground velocity ranges. The inelastic responses of singledegreeoffreedom stiffness degrading systems to the three sets of records are analyzed statistically to investigate the significance of such ground motion characteristics on structural damage. Both damage due to peak inelastic deformation and …
Authors
Zhu TJ; Tso WK; Heidebrecht AC
Journal
Journal of Structural Engineering, Vol. 114, No. 5, pp. 1019–1037
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
May 1988
DOI
10.1061/(asce)0733-9445(1988)114:5(1019)
ISSN
0733-9445