Free Vibration of Spring-Mass System To calculate the natural frequency and damping ratio of a spring-mass system, experimentally; and compare the results with theoretical values. | |
Free Vibration of a Cantilever Beam with a Lumped Mass at Free End To calculate the natural frequency and damping ratio for free vibration of a single DOF cantilever beam system, experimentally; and compare the results with theoretical values. | |
Forced Vibration Of a Cantilever Beam with a Lumped Mass at Free End To calculate the natural frequency and damping ratio for forced vibration of a single DOF cantilever beam system, experimentally; and compare the results with theoretical values. | |
Free Vibration of a Cantilever Beam (Continuous System) To calculate the natural frequencies and damping ratio for free vibration of a cantilever beam considering as a continuous system, experimentally; and compare the results with theoretical values. | |
Forced Vibration of a Cantilever Beam (Continuous System) To calculate the natural frequencies and damping ratio for forced vibration of a cantilever beam considering as a continuous system, experimentally; and compare the results with theoretical values. | |
Free Vibration of a Two-DOF System To find the natural frequencies of a two degrees-of-freedom (DOF) system and the phase differences between the masses in the system in different modes of vibration. | |
Free Vibration of a Viscously Damped Single DOF System To analyze the free vibration response of a single DOF system at various damping conditions. | |
Harmonicaly Excited Forced Vibration of a Single DOF System To analyze the forced vibration response of a single DOF system at different damping ratio and frequency ratio. | |
Harmonincally Excited Rotating Unbalance of a Single DOF System To analyze the forced vibration response of a single DOF system with rotating unbalance at different damping ratio and frequency ratio. | |
Harmonically Excited Support Motion of a Single DOF System To analyze the response for forced vibration of a system excited by support motion at different damping ratio and frequency ratio. |
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