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A Study on Maximum Responses and Their Variances of Elasto-Plastic Structures Subjected to Synthesized Ground Motions

[+] Author Affiliations
Akira Sone, Arata Masuda

Kyoto Institute of Technology, Kyoto, Japan

Ichiro Ichihashi

Kyoto Institute of Technology, Uji, Japan

Paper No. PVP2014-28133, pp. V008T08A003; 8 pages
doi:10.1115/PVP2014-28133
From:
  • ASME 2014 Pressure Vessels and Piping Conference
  • Volume 8: Seismic Engineering
  • Anaheim, California, USA, July 20–24, 2014
  • Conference Sponsors: Pressure Vessels and Piping Division
  • ISBN: 978-0-7918-4607-0
  • Copyright © 2014 by ASME

abstract

A number of artificial earthquake ground motions compatible with time-frequency characteristics of recorded actual earthquake ground motions as well as the given target response spectrum are generated using wavelet transform. The coefficient of variation (C.O.V..) of maximum displacement on elasto-plastic SDOF systems excited by these artificial ground motions are numerically evaluated.

Copyright © 2014 by ASME

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