Need a book? Engineering books recommendations...

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


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

Dear sirs:

Can any one have informations about the time history of earthquake motion corresponding to for example to the hard site (Type S1) spectrum having for example a peak acceleration of 0.3g .
I want to work out from the time history using modal analysis instead
of the modal spectral acceleration obtained from the diagrams.

Can I use a Uniform acceleration and check the maximum response,I need some informations . I know it is some thing taken from previous data , but I need some thing used in the design .

Thanks .


The new MSN 8: advanced junk mail protection and 2 months FREE*

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
* Questions to seaint-ad(--nospam--at) 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: ******* ****** ****** ****** ******* ****** ****** ********