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Effect on solution on decreasing damping factor
Posted 11 Jul 2018, 09:20 GMT-4 Structural Mechanics & Thermal Stresses Version 5.3 0 Replies
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When i am decreasing the damping factor(1e-1 to 1e-15) in a cantilever beam with impulse at the end, results are changing significently,like time period of oscillation is keep changing.
Hello Mayank Kashyap
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