craigmcg
Structural
- Jan 23, 2007
- 35
I will soon be moving to the Miami area from Canada and I have a quick question regarding the seismic design codes. I am just curious if the current code allows seismic forces to be analyzed using a simplified static analysis as opposed to a dynamic approach?
I do not have a copy of the ANSI manual so hopefully somebody with even a little knowledge will be able to help.
Thanks in advance.
I do not have a copy of the ANSI manual so hopefully somebody with even a little knowledge will be able to help.
Thanks in advance.