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RE: earthquake in STAAD-III

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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
UBC should be more conservative and also more expensive.
Vincenzo Valerio
-----Original Message-----
De: Boris Babovic <borisb(--nospam--at)>
Para: seaint(--nospam--at) <seaint(--nospam--at)>
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