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Published on: June 8, 2015
Wind Load Factors for Use in the Wind Tunnel Procedure
Emil Simiu1, Adam L Pintar2, Dat Duthinh3
1NIST Fellow, Engineering Laboratory, National Institute of Standards and Technology, 226-8611, 100 Bureau Dr., Gaithersburg MD 20899.
This study provides guidance on wind load factors for building design, addressing limitations in the ASCE 7 Standard. It offers a method for calculating appropriate factors based on various uncertainties for risk-consistent designs.
Area of Science:
- Structural Engineering
- Wind Engineering
- Aerodynamics
Background:
- The ASCE 7 Standard lacks guidance on wind load factors for wind tunnel procedures.
- Existing standards do not fully account for uncertainties in wind load determination.
Purpose of the Study:
- To provide guidance on appropriate wind load factors for the ASCE 7 Standard's wind tunnel procedure.
- To develop a method for calculating wind load factors considering various uncertainties.
Main Methods:
- Classical definition of wind load factors based on uncertainties (micrometeorological, wind climatological, aerodynamics, structural dynamics).
- Development of a straightforward approach for practitioners to determine appropriate wind load factors.
- Collective accounting for uncertainties to achieve risk-consistent designs.
Main Results:
- A simple approach for determining appropriate wind load factors is presented.
- The proposed method allows for adjustments when uncertainties differ from those in the ASCE 7 Standard.
- Load factors are generally similar to those in the ASCE 7 Standard, but increase significantly with shorter wind speed records.
Conclusions:
- The presented approach enables risk-consistent building designs by collectively accounting for wind load uncertainties.
- Practitioners can use this method to apply appropriate wind load factors, especially when dealing with limited wind speed data.
- The study contributes essential guidance to the ASCE 7 Standard for wind engineering applications.
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