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

seismic water pressure in water tanks

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Dear All,

I need code requirements for seismic water pressures
(lateral and vertical ) to be considered in the assessment/design of a
partially buried rectangular RC tank.

Any help would be appreciated.

Yýlmaz Yuva
Structural Engineer
Ýstanbul/Turkey
yyburak(--nospam--at)hotmail.com


_________________________________________________________________
Join the world?s largest e-mail service with MSN Hotmail.
http://www.hotmail.com


******* ****** ******* ******** ******* ******* ******* ***
*   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
*   without your permission. Make sure you visit our web
*   site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********