Formula Home SDOF Vibration Introduction Undamped Free Vib. Damped Free Vib. Periodic Excitation General Forcing Glossary MDOF Vibration Equations of Motion Applications SDOF Calculator Moving Vehicle Accelerometer Resources Bibliography
Salary Expectation

8 things to know about the interview question "What's your salary expectation"?

Learn the best principles to negotiate the salary you deserve!

Chemical Engineering

The industry gateway for chemical engineering and plant operations.

Wind Systems

Towers, turbines, gearboxes; processes for shaping and finishing component parts.

more free magazines       Definition of an Undamped SDOF System If there is no external force applied on the system, , the system will experience free vibration. Motion of the system will be established by an initial disturbance (i.e. initial conditions). Furthermore, if there is no resistance or damping in the system, , the oscillatory motion will continue forever with a constant amplitude. Such a system is termed undamped and is shown in the following figure, Time Solution for Undamped SDOF Systems The equation of motion derived on the introductory page can be simplified to, with the initial conditions, This equation of motion is a second order, homogeneous, ordinary differential equation (ODE). If the mass and spring stiffness are constants, the ODE becomes a linear homogeneous ODE with constant coefficients and can be solved by the Characteristic Equation method. The characteristic equation for this problem is, which determines the 2 independent roots for the undamped vibration problem. The final solution (that contains the 2 independent roots from the characteristic equation and satisfies the initial conditions) is, The natural frequency wn is defined by, and depends only on the system mass and the spring stiffness (i.e. any damping will not change the natural frequency of a system). Alternatively, the solution may be expressed by the equivalent form, where the amplitude A0 and initial phase f0 are given by,  To obtain the time solution of any free SDOF system (undamped or not), use the SDOF Calculator.
 Sample Time Behavior The displacement plot of an undamped system would appear as, Please note that an assumption of zero damping is typically not accurate. In reality, there almost always exists some resistance in vibratory systems. This resistance will damp the vibration and dissipate energy; the oscillatory motion caused by the initial disturbance will eventually be reduced to zero.