Citation

Good MC. Aust. Road Res. 1975; 5(10): 3-16.

Copyright

(Copyright © 1975, Australian Road Research Board ARRB)

DOI

unavailable

PMID

unavailable

Abstract

A simple, one-degree-of-freedom model to describe the effect of transition curve design parameters on the transient roll motions experienced in the sprung mass of a road or rail car is developed. Analytical expressions for the roll response to a number of roadway inputs are obtained, and quantified for several representative cases.

Language: en