1992
DOI: 10.2208/jscej.1992.444_97
|View full text |Cite
|
Sign up to set email alerts
|

Recent Topics on Bridge Cables and Future Prospects

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
1
1

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(1 citation statement)
references
References 11 publications
0
1
0
Order By: Relevance
“…Table .5 presents the design working stresses in selected suspension bridges built from the 1960's onwards, all using galvanised high-strength steel wires, similar to those tested in this study. Typically, the overall safety factor is in the range of 2 to 2.5, depending on country and year of construction [30]. Depending on main span length, the live to dead load ratio for such bridges varies from about 8% (Akashi-Kaikyo, 1991m), to 12% (Forth road, 1006m), further increasing to circa 16% for shorter spans (Innoshima, 770m).…”
Section: Fatigue Test Methodsmentioning
confidence: 99%
“…Table .5 presents the design working stresses in selected suspension bridges built from the 1960's onwards, all using galvanised high-strength steel wires, similar to those tested in this study. Typically, the overall safety factor is in the range of 2 to 2.5, depending on country and year of construction [30]. Depending on main span length, the live to dead load ratio for such bridges varies from about 8% (Akashi-Kaikyo, 1991m), to 12% (Forth road, 1006m), further increasing to circa 16% for shorter spans (Innoshima, 770m).…”
Section: Fatigue Test Methodsmentioning
confidence: 99%