# RE: Vibration Problem

• To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
• Subject: RE: Vibration Problem
• From: "Pappas, Glen Lt Col USAF" <Glen.Pappas(--nospam--at)dtra.mil>
• Date: Fri, 25 Jan 2002 10:17:25 -0500
```Correct -- you may get damage beyond 2 ft/s.  Apologies if I wasn't clear.
I also meant to say that you're unlikely to get damage to plaster below 5 -
8 ft/s (i.e., 5-ish ft/s for minor plaster damage, & 8-ish for major).

1 also concur w/you on your last statement -- 2ft/s might not damage the
bldg, but it will likely scare the he__ out of the occupants since it's 2
orders of magnitude beyond the perceptible level (i.e., hundredths of ft/s).

Glen

-----Original Message-----
From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com]
Sent: Friday, January 25, 2002 9:04 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Vibration Problem

Glen Pappas wrote:

. > The literature indicates that peak soil velocities (i.e., ground shock)
. > on the order of hundreths of ft/s are perceptible, tens of ft/s are
. > unpleasant, approx 2 ft/s is considered safe for building damage, & it
. > takes 5 - 8 ft/s to damage plaster.

I thought that the peak particle velocity of 2 in/sec was the damage
threshold above which damage *could* occur.

IIRC, the vibration (shock) that could cause damage is such that it would
frighten any person in the building, not just be perceived.

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you
*   send to the list is public domain and may be re-posted
*   site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you
*   send to the list is public domain and may be re-posted