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Seismic damage assessment based on different hysteretic rules

✍ Scribed by Chin-Hsiung Loh; Ri-Chuan Ho


Publisher
John Wiley and Sons
Year
1990
Tongue
English
Weight
857 KB
Volume
19
Category
Article
ISSN
0098-8847

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✦ Synopsis


Abstract

The inelastic response of a single‐degree‐of‐freedom (SDOF) system to different sets of earthquake records was analysed to study the significance of ground motion characteristics on structural damage. Six non‐linear models were used. The ductility ratio and hysteretic energy index were chosen as two important damage indices to measure the structural damage. The dispersion phenomenon exhibited by yield spectra due to input ground motion was reduced by incorporating the ground motion a/v ratio into the two damage indices. Finally, empirical formulae for estimating two measures of structural damage were developed for each hysteretic model.


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