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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
Autor(en): ,
Beitrag für IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, veröffentlicht in , S. 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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Bibliografische Angaben

Autor(en): (Seoul National University)
(Seoul National University)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Veröffentlicht in:
Seite(n): 2677-2681 Anzahl der Seiten (im PDF): 5
Seite(n): 2677-2681
Anzahl der Seiten (im PDF): 5
DOI: 10.2749/newyork.2019.2677
Abstrakt:

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.