SACS use the following values in “Center of Damage Utility Version 22.214.171.124” 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 ?
The reference papers for COD calculation in SACS have been sent to you.
Can you share the reference please?
Could you send me the reference papers for COD calculation in SACS?
I just want to know the theory for foundation linearilization.
Hi Wen Meng,
Could you please share to me also on email@example.com thanks in advance
Could you please share the reference papers for COD Calculation in SACS.