This video is part of the free Ansys Innovation Course, 'Single-Point Response Spectrum Analysis Using Ansys Mechanical'. Access all of the course contents including additional lessons, handouts, simulation examples with starting files, homework problems, and quizzes: courses.ansys.com/index.php/courses/single-point-response-spectrum-analysis-using-ansys-mechanical/.
How to find spectrum values? Actually I want to calculate response acceleration, I have all other parameters but I didn't get the point how to calculated or find spectrum value
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What happens if we input a non linear COMBIN39 stiffness in the Response Spectrum Analysis? Because we can see the structure response results as the one obtained using linear stiffness
This video is part of the free Ansys Innovation Course, 'Single-Point Response Spectrum Analysis Using Ansys Mechanical'. Access all of the course contents including additional lessons, handouts, simulation examples with starting files, homework problems, and quizzes: courses.ansys.com/index.php/courses/single-point-response-spectrum-analysis-using-ansys-mechanical/.
Please combine relevant videos into a playlist
Thank you. My exam is in two days and I am lost so I hope this might help me.
Thank you!
How to find spectrum values? Actually I want to calculate response acceleration, I have all other parameters but I didn't get the point how to calculated or find spectrum value
Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.
Really Helpful, excellent
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As per my understanding and experience, Response spectrum analysis in ANSYS does not include static load effect. Nees your guidance
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Hi! How can I get the stresses from combination of gravity, seismic and additional forces?
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What happens if we input a non linear COMBIN39 stiffness in the Response Spectrum Analysis? Because we can see the structure response results as the one obtained using linear stiffness
Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum
No discussion of scale factor, which is the least intuitive part of the analysis. Do better, ANSYS.