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Simulation of Synthetic Ground Motions for Specified Earthquake ...

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Applications in Practice:<br />

<br />

Simulate a given accelerogram:<br />

…<br />

Acceleration, g<br />

0.15<br />

0<br />

Recorded<br />

-0.25<br />

0 40<br />

Time, sec<br />

Match<br />

statistical<br />

characteristics<br />

Representing:<br />

• Intensity<br />

• Frequency<br />

• Bandwidth<br />

Identify<br />

model parameters<br />

I a , t mid , D 5-95<br />

ω mid , ω’ , ζ<br />

Done <strong>for</strong> many records to get observational data<br />

<strong>for</strong> predictor and response variables<br />

model<br />

<strong>for</strong>mulation<br />

0.15<br />

0<br />

-0.25<br />

0.15<br />

0<br />

-0.25<br />

0.15<br />

0<br />

-0.25<br />

0<br />

…<br />

<strong>Simulation</strong>s<br />

40<br />

<br />

Simulate a suite <strong>of</strong> ground motions <strong>for</strong> a given design scenario:<br />

…<br />

0.1<br />

Given<br />

predictive<br />

<strong>Earthquake</strong>/Site characteristics<br />

equations<br />

(design scenario)<br />

Regression<br />

F, M, R rup , V s30<br />

Predictor variables<br />

Generate<br />

several possible sets <strong>of</strong><br />

model parameters<br />

I a , t mid , D 5-95<br />

ω mid , ω’ , ζ<br />

Response variables<br />

model<br />

<strong>for</strong>mulation<br />

0<br />

-0.1<br />

0.1<br />

0<br />

-0.1<br />

0.1<br />

0<br />

-0.1<br />

0 5 10 15 20 25 30 35 40 45 50<br />

…<br />

<strong>Simulation</strong>s

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