Description

Nonlinear random vibration differential equation simulations and physical tests require additional attention when considering adequate record lengths and sample rates. In most cases, the solutions of the underlying differential equations are not unique [1]. The use of random excitations adds an interesting complication when one needs to estimate the time domain response statistics (e.g. standard deviation) and frequency domain response rates (i.e. rates of zero crossings and peaks).

Date of creation, presentation, or exhibit

2006

Comments

Proceedings from the IX international conference on recent advances in structural dynamics. Note: imported from RIT’s Digital Media Library running on DSpace to RIT Scholar Works in February 2014.

Document Type

Conference Proceeding

Department, Program, or Center

Mechanical Engineering (KGCOE)

Campus

RIT – Main Campus

Share

COinS