Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Seismic Upgrade vs. Data Center

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I've talked to one San Francisco installer who thinks head room is no problem.  He hasn't installed them in data centers though.  In our case, there are aisles between the server racks and the exterior walls that afford some space for construction but not a lot.  What was your head room limit?

From: Neil Moore [mailto:nma(--nospam--at)]
Sent: Monday, July 17, 2006 3:39 PM
To: seaint(--nospam--at)
Subject: Re: Seismic Upgrade vs. Data Center

Are the micropiles going under the ground floor?   You might contact some micropile installers and see if they can physically install the micropiles with the head room that exists.  I've had a number of problems with this; in fact, one that we're working on presently.

We finally gave up and moved most of the contents out and tore up the floor.  

Neil Moore, SE, SECB
neil moore and associates
consulting structural engineers
shingle springs, ca

distressed structures investigations

At 09:56 AM 7/17/2006, you wrote:

Does anyone have any first hand experience with doing a seismic upgrade in a data center room while the servers and air conditioning system are running.  Upgrade work would be installing concrete shear walls and micropiles.

Any lessons learned?

Thanks in advance for any input,

Al Greene, PE, SECB
Chevron Richmond Refinery
841 Chevron Way, 244/Tech Center
Richmond, CA 94802
Phone: (510) 242-1788
Fax: (510) 242-2509
Pager: (510) 620-7315