StructuralEd
Structural
- Oct 18, 2006
- 161
In looking at ASCE Code with respect to wind loads, it is making reference to Flexible and Rigid structures by referring to a Fundamental Frequency of 1 HZ.
How, or does the 1 HZ Fundamental Frequency relate to the fundamental period, either exact or approximate, that is expressed in seconds?
How, or does the 1 HZ Fundamental Frequency relate to the fundamental period, either exact or approximate, that is expressed in seconds?