2007
DOI: 10.12989/sem.2007.27.6.651
|View full text |Cite
|
Sign up to set email alerts
|

After-fracture redundancy in simple span two-girder steel bridge

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2022
2022
2023
2023

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(2 citation statements)
references
References 2 publications
0
2
0
Order By: Relevance
“…They are temporary members that are removed after a composite action in the bridge is achieved. Recent studies demonstrated that they can contribute to load redistribution as redundant sources [9,13]. In this study, the effectiveness of K-type external cross-frames as a redundant source was investigated.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…They are temporary members that are removed after a composite action in the bridge is achieved. Recent studies demonstrated that they can contribute to load redistribution as redundant sources [9,13]. In this study, the effectiveness of K-type external cross-frames as a redundant source was investigated.…”
Section: Discussionmentioning
confidence: 99%
“…Dexter et al [7] and Hunley and Harik [8] suggested that even a two-girder composite bridge could be redundant owing to internal load redistribution. Park et al [9] and Abedin and Mehrabi [10] found that I-shaped cross beams could contribute to an increase in the ultimate loading capacity of a steel plate girder bridge with one-girder fracture damage. Williamson et al [11] and Samaras et al [12] showed that the concrete deck of a twin-steel trapezoidal box-girder bridge could provide load path-type redundancy.…”
Section: Introductionmentioning
confidence: 99%