@inproceedings{eb80808c05704535a74fc5cdf03fde1b,
title = "Bridge rail impact forcing functions",
abstract = "Bridge rails are designed according to AASHTO standards with a static 10-kip (44.5 kN) lateral load. The computer programs BARRIER VII and COSMOS are used to determine the deflections and bending moments for four vehicular impact conditions. The appropriateness of using the 10-kip (44.5 kN) static load method and newly developed polynomial forcing functions is presented.",
author = "Rosson, {Barry T.} and Faller, {Ronald K.}",
year = "1994",
language = "English (US)",
isbn = "087262952X",
series = "Proc Struct Congr 94",
publisher = "Publ by ASCE",
pages = "91--96",
booktitle = "Proc Struct Congr 94",
note = "Proceedings of the Structures Congress '94 ; Conference date: 24-04-1994 Through 28-04-1994",
}