STEEL CONSTRUCTION ENGINEERING
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
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JOURNAL FREE ACCESS

2000 Volume 7 Issue 27 Pages 85-93

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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.

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© Japanese Society of Steel Construction
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