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Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay: part II: bending moment acting on the pylons and stress on the stays

Author
Mozos, C.; Aparicio, A.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2010-10
Volume
32
Number
10
First page
3301
Last page
3312
DOI
https://doi.org/10.1016/j.engstruct.2010.07.002 Open in new window
Keywords
Cable stayed bridges, Dynamic amplification factor, Loss of a cable
Group of research
EC - Construction Engineering

Participants