Effect of peak ground velocity on deformation demands for SDOF systems


Akkar S., Ozen O.

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, vol.34, no.13, pp.1551-1571, 2005 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 34 Issue: 13
  • Publication Date: 2005
  • Doi Number: 10.1002/eqe.492
  • Journal Name: EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.1551-1571
  • Keywords: peak ground velocity, ground motion intensity measures, ground-motion features, SDOF deformation demand, hysteretic models, STRENGTH-REDUCTION FACTORS, INELASTIC DISPLACEMENT RATIOS, HORIZONTAL ACCELERATION, RESPONSE SPECTRA, EARTHQUAKE, DESIGN, DEPENDENCE, CALIFORNIA, INTENSITY, MOTIONS
  • Middle East Technical University Affiliated: No

Abstract

The effect of peak ground velocity (PGV) on single-degree-of-freedom (SDOF) deformation demands and for certain ground-motion features is described by using a total of 60 soil site records with source-to-site distances less than 23 km and moment magnitudes between 5.5 and 7.6. The observations based on these records indicate that PGV correlates well with the earthquake magnitude and provides useful information about the ground-motion frequency content and strong-motion duration that can play a role on the seismic demand of structures. The statistical results computed from non-linear response history analyses of different hysteretic models highlight that PGV correlates better with the deformation demands with respect to other ground motion intensity measures. The choice of PGV as ground motion intensity decreases the dispersion due to record-to-record variability of SDOF deformation demands, particularly in the short period range. The central tendencies of deformation demands are sensitive to PGV and they may vary considerably as a function of the hysteretic model and structural period. The results provided in this study suggest a consideration of PGV as a stable candidate for ground motion intensity measure in simplified seismic assessment methods that are used to estimate structural performance for earthquake hazard analysis. Copyright (c) 2005 John Wiley & Sons, Ltd.