Wind and Structures

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Updates of Korean Design Standard (KDS) on the wind load assessment and performance-based wind design

  • Han Sol Lee (Department of Architecture and Architectural Engineering & Institute of Engineering Research, Seoul National University) ;
  • Seung Yong Jeong (Department of Architecture and Architectural Engineering & Institute of Engineering Research, Seoul National University) ;
  • Thomas H.-K. Kang (Department of Architecture and Architectural Engineering & Institute of Engineering Research, Seoul National University)
  • Received : 2022.10.01
  • Accepted : 2023.07.05
  • Published : 2023.08.25
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Abstract

Korea Design Standard (KDS) will be updated with two major revisions on the assessment of wind load and performance-based wind design (PBWD). Major changes on the wind load assessment are the wind load factor and basic wind speed. Wind load factor in KDS is reduced from 1.3 to 1, and mean recurrence interval (MRI) for basic wind speed increases from 100 years to 500 years considering the reduction of wind load factor. Additional modification is made including pressure coefficient, torsional moment coefficient and spectrum, and aeroelastic instability. Combined effect of the updates of KDS code on the assessment of wind load is discussed with the case study on the specified sites and building. PBWD is newly added in KDS code to consider the cases with various target performance, vortex-induced vibration, aeroelastic instability, or inelastic behavior. Proposed methods and target performance for PBWD in KDS code are introduced.

Keywords

Acknowledgement

This work was supported by a Korea Evaluation Institute of Industrial Technology (KEIT) grant funded by the Korean government (MTIE) (No. 20020795)

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