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Free vibration response: Single-degree-of-freedom system
| Content Provider | Scilit |
|---|---|
| Author | Humar, J. |
| Copyright Year | 2012 |
| Description | The procedures used to formulate the equation of motion for a single-degree-offreedom system were described in Chapter 2. When damping is viscous, the equation of motion invariably takes the form mu¨+ cu˙+ ku = p (5.1) Provided that m, c, and k do not vary with time, Equation 5.1 represents a linear second-order differential equation. Its solution depends not only on the nature of applied force but also on initial conditions from which motion is started. In fact, even when p is zero, the system will undergo vibrations if it is given an initial displacement or an initial velocity or both. Book Name: Dynamics of Structures |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2011-0-16181-9&isbn=9780429096075&doi=10.1201/b11772-12&format=pdf |
| Ending Page | 238 |
| Page Count | 36 |
| Starting Page | 203 |
| DOI | 10.1201/b11772-12 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2012-02-01 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Dynamics of Structures Acoustics and Ultrasonics Equation Differential Freedom Viscous Single Degree Undergo |
| Content Type | Text |
| Resource Type | Chapter |
