{"id":382267,"date":"2024-09-11T07:26:36","date_gmt":"2024-09-11T07:26:36","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/heave-get-negative\/"},"modified":"2024-09-11T07:26:36","modified_gmt":"2024-09-11T07:26:36","slug":"heave-get-negative","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/heave-get-negative\/","title":{"rendered":"Heave get negative"},"content":{"rendered":"<p>&lt;p&gt;hi. Im new ansys user.&lt;\/p&gt;&lt;p&gt;I want to ask if can give suggestion where did i do wrong that get the heave&nbsp; negative?did it correct the heave motion of floating structure is at structure motion&gt; asctual response&gt; global z?&lt;\/p&gt;&lt;p&gt;&nbsp;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039256-heave.JPG\" alt=\"\" \/>&lt;\/p&gt;<\/p>\n<ol>\n<li>or did i put the mooring point at structure at the bottom of structure is not correct?<\/li>\n<li><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039333-mooring ponint.JPG\" alt=\"\" \/><\/li>\n<\/ol>\n<p>&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039415-pic.JPG\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;2. or the data calculation for axial stiffness is problem?&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039462-data.JPG\" alt=\"\" \/> <img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039474-dara 2.JPG\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;thank for helping me&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-382267","topic","type-topic","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"hi. 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Im new ansys user.I want to ask if can give suggestion where did i do wrong that get the heave negative?did it correct the heave motion of floating structure is at structure motion&gt; asctual response&gt; global z? or did i put the mooring point at structure at the bottom of structure is not correct?2. or\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/heave-get-negative\/\" \/>\n\t\t<meta property=\"og:image\" content=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039256-heave.JPG\" \/>\n\t\t<meta property=\"og:image:secure_url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/11-09-2024-1726039256-heave.JPG\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-09-11T07:26:36+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-09-11T07:26:36+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Heave get negative | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"hi. 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