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research article

Spectral shape metrics and structural collapse potential

Eads, Laura
•
Miranda, Eduardo
•
Lignos, Dimitrios  
2016
Earthquake Engineering & Structural Dynamics

This paper examines various parameters that provide a measure of spectral shape and studies how they relateto the potential of ground motion records to cause the collapse of a given structure. It is shown that whenmeasuring the ground motion intensity by the spectral acceleration at the first-mode period of the structure,Sa(T1), records causing collapse at low ground motion intensities typically have significantly differentspectral shapes than those that do not cause collapse until much higher ground motion intensities. A spectralshape typical of damaging records is identified, and a metric for quantifying the spectral shape of a recordcalled SaRatio is proposed and evaluated. SaRatio is defined as the ratio between Sa ( T1) and the averagespectral value over a period range. The ability of SaRatio to predict the collapse intensity, i.e. the minimumintensity at which a giv en ground motion causes the collapse of a given structure, is compared to otherrecently proposed spectral shape metrics including epsilon (ε), eta (η) and Np. The results demonstrate thatSaRatio is typically a much better predictor of collapse intensity than other spectral shape metrics.

  • Details
  • Metrics
Type
research article
DOI
10.1002/eqe.2739
Author(s)
Eads, Laura
Miranda, Eduardo
Lignos, Dimitrios  
Date Issued

2016

Publisher

Wiley-Blackwell

Published in
Earthquake Engineering & Structural Dynamics
Volume

45

Issue

10

Start page

1643

End page

1659

Subjects

structural collapse

•

spectral shape

•

record-to-record variability

•

collapse intensity

•

performance-based earthquake engineering

•

ground motions

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
RESSLAB  
Available on Infoscience
April 14, 2016
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/125695
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