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Determination of Basic Wind Velocity for Wind Load-Governed Limit State

 Determination of Basic Wind Velocity for Wind Load-Governed Limit State
Auteur(s): ,
Présenté pendant IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, publié dans , pp. 2677-2681
DOI: 10.2749/newyork.2019.2677
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This paper proposes a general procedure for evaluating a nominal value of wind velocity for a wind load- governed limit state to secure a target reliability index during the design life of a struct...
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Détails bibliographiques

Auteur(s): (Seoul National University)
(Seoul National University)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Publié dans:
Page(s): 2677-2681 Nombre total de pages (du PDF): 5
Page(s): 2677-2681
Nombre total de pages (du PDF): 5
DOI: 10.2749/newyork.2019.2677
Abstrait:

This paper proposes a general procedure for evaluating a nominal value of wind velocity for a wind load- governed limit state to secure a target reliability index during the design life of a structure. The nominal value of wind velocity, referred to as a basic wind velocity, and wind load factor should be determined so that the factored wind load effect secures a target reliability index for a wind load-governed limit state. In this study, the analytical form of the return period of the basic wind velocity is expressed as a function of the target reliability index, wind load factor, and statistical parameters of wind pressure, which are derived as linear functions of the coefficient of wind velocity. The proposed approach is applied to the Korean Highway Bridge Design Code-Cable supported Bridge, which specifies the design life of a structure as 100- and 200-year.