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Some Insights and Observations based<br />

on recent Attenuation Relationships<br />

(GMPEs) and Strong Motion Records:<br />

Toward the development of Earthquake<br />

Design Spectra for The Eastern<br />

Caribbean<br />

(The Trinidad and Tobago Experience)<br />

By<br />

<strong>Derek</strong> <strong>Gay</strong> BSc., MSc, DIC, PhD<br />

Department of Civil Engineering, UWI


EUCentre 2010 PSHA Eastern Caribbean<br />

UHS-Trinidad (Port of Spain)<br />

2.00<br />

1.75<br />

1.50<br />

RP=95 years<br />

RP=475 years<br />

1.25<br />

SA(g)<br />

1.00<br />

RP=975 years<br />

RP=2475 years<br />

0.75<br />

0.50<br />

0.25<br />

0.00<br />

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3<br />

T (s)


Douglas 2010, Consistency of ground-motion predictions from the past four decades


Douglas 2010, Consistency of ground-motion<br />

predictions from the past four decades<br />

“It is found that there are still considerable<br />

differences in predicted ground motions from<br />

the various GMPEs and that the variation<br />

between estimates is not reducing although the<br />

ground motion estimated by averaging median<br />

predictions is roughly constant in use<br />

worldwide.”


Douglas and Mohais 2009, Comparing predicted and observed<br />

ground motions from Subduction earthquakes in the Lesser Antilles<br />

• In total, over 300 records from 22<br />

earthquakes from various seismic networks<br />

are used within the analysis.<br />

• It is found that most of the GMPEs tested<br />

perform poorly, which is mainly due to a<br />

larger variability in the observed ground<br />

motions than predicted by the GMPEs,<br />

• Although, two recent GMPEs derived<br />

using Japanese strong-motion data provide<br />

reasonably good predictions.”<br />

• Kanno et al. 2006, Zhao et al. 2006“


NGA Spectra 2010


Zhao et al. 2006


Kanno et al. 2006


Kanno et al. 2006


Kanno et al. 2006


Conclusion <br />

• John Shepherd (2000-2004) could have been<br />

right!<br />

• It is possible to obtain Ss (0.2 sec) and S1 (1.0<br />

sec ) spectral accelerations to be very similar in a<br />

Subduction Zone.<br />

• Need to develop appropriate spectral method<br />

development or abandon the method and go to<br />

the area free methods of Woo and Frankel.


Strong Motion Accelograms: Tohoku Earthquake Japan; 2011-03-11<br />

Dominant Periods 1.5 – 2.0 secs


Strong Motion Accelograms: Tohoku Earthquake Japan; 2011-03-11<br />

Dominant Periods 2.0 – 2.5 secs


Strong Motion Accelograms: Tohoku Earthquake Japan; 2011-03-11<br />

Dominant Period 2.5 secs


Strong Motion Accelograms: Tohoku Earthquake Japan; 2011-03-11<br />

Dominant Period 2.5 secs


Site Effects: Modal Frequencies and the<br />

likelihood of Resonance

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