๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Identification of Cable Forces on Cable-Stayed Bridges: A Novel Application of the MUSIC Algorithm

โœ Scribed by S. Kangas; A. Helmicki; V. Hunt; R. Sexton; J. Swanson

Book ID
106574360
Publisher
Sage Publications
Year
2009
Tongue
English
Weight
882 KB
Volume
50
Category
Article
ISSN
0014-4851

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Parametric study on the dynamic response
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
โœ C.M. Mozos; A.C. Aparicio ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 979 KB

The limit state of failure of a stay is one of the accidental events that must be considered in the design of cable stayed bridges. The existing recommendations propose a static analysis with a dynamic amplification factor, D.A.F., of 2.0 for evaluating the response of the bridge to this accidental