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- W162728342 abstract "Abstract 1. The aeroelastic response of long-span suspension bridges is indispensable in a structural design in which the vibrational characteristics of the bridge and the induced aerodynamic forces are interrelated. From the purpose of its aeroelastic design one can assume a linear response of the structure, while the aerodynamic forces may be considered linear or non-linear depending on their aeroelastic characteristics. The aerodynamic problems are classified as follows: aeroelastic stability problems (coupled self-excitation and classical flutter); aeroelastic response problems (self-induced oscillation of single degree of freedom; stall flutter; galloping, aeolian oscillation); forced random vibration problems (buffeting considered as a stationary random process). Based on the above classification the reliability of the structural design against wind can be estimated. 2. The reliability against earthquake is analyzed on the basis of the assumption of a non-stationary random process earthquake motion and dynamic characteristics of suspension bridges as assumed in Part 1. The probability of failure for a single occurrence of the earthquake is evaluated first and the reliability of the structure is subsequently estimated on the basis of the return period of the seismic intensity and the service life of the structure." @default.
- W162728342 created "2016-06-24" @default.
- W162728342 creator A5007391389 @default.
- W162728342 date "1972-01-01" @default.
- W162728342 modified "2023-09-25" @default.
- W162728342 title "SAFETY AND RELIABILITY OF SUSPENSION BRIDGES" @default.
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- W162728342 doi "https://doi.org/10.1016/b978-0-08-016566-0.50016-5" @default.
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