Need a book? Engineering books recommendations...

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

RE: earthquake in STAAD-III

[Subject Prev][Subject Next][Thread Prev][Thread Next]
What you did is OK.
If you have got different loads is also OK. Remember that a time history
analysis and response spectrum are dynamic analysis and UBC does a static
analysis.
UBC should be more conservative and also more expensive.
Regards:
Vincenzo Valerio
-----Original Message-----
De: Boris Babovic <borisb(--nospam--at)canada.com>
Para: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Fecha: Sábado 12 de Diciembre de 1998 07:32 AM
Asunto: earthquake in STAAD-III


>I have acceleration diagram of earthquake. How can I analyze structure with
>that data?
>
>What type of load should I use? I tried with TIME HISTORY - GROUND MOTION,
>and SPECTRUM but when I compare results with UBC load they are completely
>different.
>
>
>
>
>