A method is presented to analyze the dynamic response of a horizontally curved beam due to constant forces. The results of this analysis are utilized to develop impact factors for flexural-torsional response of a curved beam.
Presented at the 49th Annual Meeting of the HRB, 1970, 25 p. / Also published in: Highway Research Record HRR, No. 302, 1970, p. 49-61, 11 ref.
This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.