


{"id":188107,"date":"2021-08-07T19:00:15","date_gmt":"2021-08-07T19:00:15","guid":{"rendered":"\/forum\/forums\/reply\/188107\/"},"modified":"2021-08-07T19:12:58","modified_gmt":"2021-08-07T19:12:58","slug":"188107","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/188107\/","title":{"rendered":"Reply To: How can I simulate a vibration force on a steel structure and get nodal accelerations as time series"},"content":{"rendered":"<p>Dear Houda<br \/>\nOkay, you answered where the vibration is; at the base nodes and you said the duration of the vibration is 30 seconds. <br \/>\nWhat direction is the vibration motion?  I assume it is in the plane of the ground, and not vertical (Y axis). But at what angle? Is it along the X axis or the Z axis or at some angle in between?  The kind of vibration is called ground motion.<br \/>\nVibration is a very general word. There are different types of vibration. The simplest type is sinusoidal. For example x(t) = A*sin(wt) where A is the amplitude, w is the circular frequency and t is time.  Do you want to apply sinusoidal vibration?<br \/>\nThe amplitude can be in terms of acceleration, velocity or displacement. Acceleration amplitude is sometimes in the units of G or g which is the acceleration due to gravity, commonly set to 9.8 m\/s^2. What amplitude do you have specified for the ground motion?  Make sure to include the units.  <br \/>\nThe frequency of vibration is another required part of a sinusoidal vibration specification. The frequency of vibration is usually specified in the units of Hz, which is cycles per second where a cycle starts at the center, goes left, goes right and back to the center.  Frequency f in Hz is related to circular frequency w by the equation: w = 2*Pi*f because that is how many radians are in one circle.<br \/>\nAnother type of vibration input of ground motion is an earthquake. This motion is not described by a sinusoidal function, but the acceleration of the ground motion is recorded by seismic instruments and that data can be used in a Transient Structural analysis to replay that ground motion as input to a building in simulation.<\/p>\n","protected":false},"template":"","class_list":["post-188107","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=\"Dear Houda Okay, you answered where the vibration is; at the base nodes and you said the duration of the vibration is 30 seconds. What direction is the vibration motion? I assume it is in the plane of the ground, and not vertical (Y axis). But at what angle? Is it along the X axis\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/188107\/\" \/>\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: How can I simulate a vibration force on a steel structure and get nodal accelerations as time series | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Dear Houda Okay, you answered where the vibration is; at the base nodes and you said the duration of the vibration is 30 seconds. What direction is the vibration motion? I assume it is in the plane of the ground, and not vertical (Y axis). But at what angle? 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