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Earthquake-Proof Design[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Earthquake-Proof Design
- From: "Donald Bruckman" <bruckmandesign(--nospam--at)verizon.net>
- Date: Fri, 02 Nov 2007 08:52:50 -0700
Listen, you clowns…I leave town for one day and come back to 93 messages about just about everything BUT engineering. So, either I start a thread lambasting Prof. Astenah’s cheesy, stinkin’ football team and how we Trojans will be up there soon to kick Bear, OR I will start a new thread about EQ design.
I’ll start with that and see if it morphs into a football board.
I have a client that bought a piece of land in North LA County. I’ve been to the site and it’s a really pretty, sort of bucolic little area full of chaparral and butterflies. Unfortunately, it also has, about a 3 wood away, the grinding fury of two continental tectonic plates sliding by each other. I think they call it The San Andreas Fault.
So, after the preliminary discussion wherein I say, “There is no such thing as an earthquake-proof building…blah blah blah…”, we got serious and he and I agreed that I would try to get as close as I could by affecting the design in such a way that the threat could be minimized.
So, with that in mind, I told him, for instance: Tall building? Not so much….Irregular building with re-entrant corners….not so much….Now, more broadly, the question for the board:
What are the other various strategies that would minimize the risk?
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