InspectorGeneral
Structural
- Apr 26, 2010
- 1
I am looking for information about using a wind speed increase (above the design wind speed) to compute the ultimate load value for a structures MWFRS. I have read some older post suggesting a value of 1.3 for increasing the design load wind speed to compute the ultimate load wind speed (DS*1.3). I have also seen DS*1.3^.5. Where DS is the design wind speed based upon the wind speed map in ASCE 7-05.
The ultimate load wind speed was then used in the calculation of the MWFRS to compute the ultimate load of the structure.
I am hoping to find a referred journal article on this topic, and how ultimate load changes over time (if it does), and what factors cause the change and a method for calculating the change (I know, I am asking a lot!).
Any help would be most appreciated.
Thank you,
The Inspector General
The ultimate load wind speed was then used in the calculation of the MWFRS to compute the ultimate load of the structure.
I am hoping to find a referred journal article on this topic, and how ultimate load changes over time (if it does), and what factors cause the change and a method for calculating the change (I know, I am asking a lot!).
Any help would be most appreciated.
Thank you,
The Inspector General