Kou kouzou rombunshuu
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Comparative Study of Fatigue Strength between Two- and Four- Plate-Girder Bridges
Tetsuva NAKAMURAHisashi ITOAtsunori KAWABATA
Author information
JOURNALS FREE ACCESS

2000 Volume 7 Issue 27 Pages 85-93

Details
Abstract

Fatigue strength in three types of steel highway bridges including a two-plate-girder bridge and two kinds of four-plate-girder bridges were investigated by means of an equivalent fatigue design load approach . It became clear that the two-plate-girder bridge has the highest fatigue strength. In addition, the effect of transverse distribution of traffic flow on fatigue damage was examined.

Information related to the author
© Japanese Society of Steel Construction
Previous article Next article
feedback
Top