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Comparison factor for spectra line
Comparison factor for spectra line




The equation of motion for the mass can, if there are no external forces, be written asĭividing by the mass, and using customary notation, Analysis of an SDOF SystemĬonsider a mass-spring-damper system attached to a moving base. Thus, it is not a direct representation of the frequency content of the excitation (as in a Fourier transform), but rather of the effect that the signal has on a postulated system with a single degree of freedom (SDOF). The response spectrum is a function of the natural frequency of the oscillator and of its damping. Definition of a Response SpectrumĪ response spectrum is a function of frequency or period, showing the peak response of a simple harmonic oscillator that is subjected to a transient event. In most cases, the engineer performing a response spectrum analysis is presented with a given design response spectrum, in which case the two first parts can be considered as background material. The use of a given response spectrum in a structural analysis.Generation of a response spectrum from a given time history.The text below is separated into three parts: The idea is to provide an input that gives a limit to how much an eigenmode having a certain natural frequency and damping can be excited by an event of this type. The response spectrum method is based on a special type of mode superposition. Due to the short length of the event, it cannot be considered as an ergodic ("stationary") process, so a random response approach is not applicable either. Since the exact time history of the load is not known, it is difficult to perform a time-dependent analysis. Examples of such events are earthquakes and shocks. Response spectrum analysis is a method to estimate the structural response to short, nondeterministic, transient dynamic events. Structural Mechanics Response Spectrum Analysis What Is Response Spectrum Analysis?






Comparison factor for spectra line