Hi friends,
SACS use the following values in “Center of Damage Utility Version 11.2.0.15” for calculating COD wave parameter.
“For foundation linearization;
In the exponent am, the term a is taken as 1.8 and m is the inverse slope of the S-N curve. The effective wave height Heff and associated period Teff are taken as:
Heff = 0.89 * Hcs Teff = 0.84 * Tcz
For most probable maximum wave;
The exponent term am is taken as 3.0 and the most probable maximum wave height Href and the associated period Tref are taken as:
Href = 1.86 * Hcs Tref = Tcz / 0.81”
Can anyone give the reference for these values? Or
How to arrive this value ?
Hi Wen Meng,
Could you please share to me also on johanes.chresen@gmail.com thanks in advance
Regards