{"id":235512,"date":"2022-09-16T19:14:54","date_gmt":"2022-09-16T19:14:54","guid":{"rendered":"\/forum\/forums\/reply\/235512\/"},"modified":"2022-09-16T19:48:12","modified_gmt":"2022-09-16T19:48:12","slug":"235512","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/235512\/","title":{"rendered":"Reply To: Harmonic Analysis with tabular displacement input"},"content":{"rendered":"<p>&lt;p&gt;A Harmonic Response analysis takes the amplitude of a sinusoidal load and computes the response of the structure from a start frequency to an end frequency.&lt;\/p&gt;&lt;p&gt;Displacements are less common than forces or accelerations for applied loads.&nbsp; Are you trying to do a MSUP or a Full Harmonic Response analysis?&nbsp; If you are doing MSUP, are you trying to do Base Excitation?&nbsp;&nbsp;&lt;\/p&gt;&lt;p&gt;You can run two analyses to get the results for your table, one with an amplitude of 10 mm and sweep from 5 Hz to 20 Hz, while the second analysis would have an amplitude of 20 mm and would sweep from 20 Hz to 30 Hz.&nbsp; You don&rsquo;t have to run an analysis for the first two rows in your table. The answer is zero.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-235512","reply","type-reply","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=\"A Harmonic Response analysis takes the amplitude of a sinusoidal load and computes the response of the structure from a start frequency to an end frequency.Displacements are less common than forces or accelerations for applied loads. Are you trying to do a MSUP or a Full Harmonic Response analysis? If you are doing MSUP, are\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/235512\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: Harmonic Analysis with tabular displacement input | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"A Harmonic Response analysis takes the amplitude of a sinusoidal load and computes the response of the structure from a start frequency to an end frequency.Displacements are less common than forces or accelerations for applied loads. Are you trying to do a MSUP or a Full Harmonic Response analysis? If you are doing MSUP, are\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/235512\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2022-09-16T19:14:54+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2022-09-16T19:48:12+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Harmonic Analysis with tabular displacement input | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"A Harmonic Response analysis takes the amplitude of a sinusoidal load and computes the response of the structure from a start frequency to an end frequency.Displacements are less common than forces or accelerations for applied loads. Are you trying to do a MSUP or a Full Harmonic Response analysis? 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