{"id":362828,"date":"2024-04-18T02:47:49","date_gmt":"2024-04-18T02:47:49","guid":{"rendered":"\/forum\/forums\/reply\/362828\/"},"modified":"2024-04-18T02:47:49","modified_gmt":"2024-04-18T02:47:49","slug":"362828","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/362828\/","title":{"rendered":"Reply To: AQWA_RAO in time and Frequency"},"content":{"rendered":"<p>&lt;p&gt;Thank you for your response. and other question is that why when I get RAO from Hydrodynamic Diffraction analysis , the RAO starts from 1 at freq=0 (which is correct), but when I get RAOs in Hydrodynamic Response in irregular wave, RAO at freq=0 is not 1!!! and also, the Natural frequency( I mean the peak of curve) are not align?&lt;\/p&gt;&lt;p&gt;in HD part, what is the specification of wave?&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-362828","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/362828","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/362828\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=362828"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}