Greetings,
I’ve read following article (On the correct treatment of the directional superposition of response spectra) and checked few results on small models, and I understand the intention of the presented modified directional SRSS method.
Anidis_2013.pdf (280.7 KB)
Also, in the presented method it is suggested that when some maximum of the effects is determined (eg. max My for beams) it does not necessary means that you will get maximum stress in the section OR maximum amount of reinforcement in the section, which I all agree to.
My question is, is there any practical workflow to determine these maximum “sectional” effects since in the DYNA module there is no such option to select except general beam effects?
Best regards,
Nemanja