Re: Seismic response of hydraulic oil tank

From: <Christopher>
Date: Tue Oct 04 2005 - 19:16:00 EDT

On Oct 4, 2005, at 6:05 PM, John Luf wrote:

> I don't recall what the g @ grade was but on top of some of the 200
> Ft ~ 61 M buildings the C/S boys gave me g values as high as 1.5g as I
> recollect.

Those look like ZPA accelerations for the equipment I was doing. One odd thing was the peak spectral accelerations were about the same for vertical as well as horizontal response. I'd call that noteworthy at best.
>

Christopher Wright P.E. |"They couldn't hit an elephant at <a href="/group/PipingDesign/post?postID=U7KXAd_3Hi_jD-kYJy78WPamzfJArQGmZsb0uJWKybms_I5DJoKbB3wlZago69LLe5Y_IKGOMZV8tkhJuQ">chrisw@skypoint.com</a> | this distance" (last words of Gen.

.......................................| John Sedgwick, Spotsylvania

1864)
<a href="http://www.skypoint.com/~chrisw/">http://www.skypoint.com/~chrisw/</a> Received on Tue Oct 04 19:16:00 2005