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Seismic Site Response Analysis for 2007 CBC

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moe333

Geotechnical
Jul 31, 2003
416
Hello all,

The new 2007 CBC which is based on the 2006 IBC provides requirements for performing seismic site response analysis. The 2007 CBC actually references ASCE 7 for the details of the requirements.

A big problem I see with the ASCE 7 recommendations is that they require you to develop the response spectrum and time-histories using the MCE (2475 year return period EQ), then to scale the response down by 2/3 to come up with the design response spectrum and time-histories.

The problem is the site response you obtain by using the MCE input ground motion will be very different from what I would obtain by using 2/3 of the MCE ground motion. In using the MCE input ground motion, most all saturated sandy sites will liquefy and will have a base-isoltaed type of response after the liquefaction occurs. This is because the MCE PGA is at least 0.6g at least in my area of Southern California. I am using a non-linear effective stress code for the analysis.

Scaling this response down by 2/3 will retain the characteristics of the base-isolated type of response.

I believe the input ground motions should be based on 2/3 of the MCE, this way the estimated site response would be more represetitive of the site. But the ASCE 7 appears very clear that the input motion should be based on the MCE.

Anyone have thoughts on this topic?

Thanks
 
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The response with 2/3 of MCE is more severe than 2/3 of the response with full MCE, right? (due to base isolation and nonlinear response) Might not be much difference in the surface response between input of 0.4 and input of 0.6 g at bedrock. At 0.4 g, almost anything that can liquefy will liquefy, so the additional 0.2 g wouldn't make a lot of difference.

I'm not at all familiar with ASCE 7 (too lazy to look it up right now), but I think what you are saying makes sense (regardless of what's actually written). Thinking of it in probabilistic terms, 2/3 of the base-isolated MCE response could be less severe and a lot more likely than the response to 2/3 of the MCE, so it would be unconservative to use 2/3 of the MCE response.

If the first sentence above is not correct, then never mind the rest.

Regards,
DRG
 
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