Predicting Building Drift Accelerations under Wind for Mid - High Rise
Predicting Building Drift Accelerations under Wind for Mid - High Rise
(OP)
Is anyone aware of a standard/document that is useful when trying to predict building drift accelerations? I couldn't find anything in ASCE 7.
I would imagine the procedure would be similar to evaluating the response of a spring-damper system subject to a triangular pulse.
I would imagine the procedure would be similar to evaluating the response of a spring-damper system subject to a triangular pulse.






RE: Predicting Building Drift Accelerations under Wind for Mid - High Rise
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Predicting Building Drift Accelerations under Wind for Mid - High Rise