Wind pressure characteristics of elliptical retractable dome roofs
Author:
Affiliation:
1. Department of Architecture, Seoul National University of Science and Technology, Seoul, South Korea
2. Wind Engineering Research Centre, Tokyo Polytechnic University, Atsugi, Japan
Funder
Architecture & Urban Development Research Program
the Architecture & Urban Development Research Program funded by the Ministry of Land, Infrastructure, and Transport of the Korean Government
the National Research Foundation of Korea
Publisher
Informa UK Limited
Subject
Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13467581.2021.1941996
Reference12 articles.
1. Architectural Institute of Japan (AIJ). 2015. AlJ Standard for S Recommendations for loads on buildings. Japan. (in Japanese).
2. Architectural Institute of Korea (AIK). 2016. AIK Standard for Korean building code. Korea. (in Korea)
3. Cheon. DJ., YC. Kim, and SW. Yoon. 2018. “Comparison wind pressure coefficient and wind load standard for cladding in a retractable dome roof by wind tunnel test.” Journal of Korean Association for Spatial Structures 73: 125–132.
4. Cook, NJ., JR. Mayne. 1980. “A refined working approach to the assessment of wind loads for equivalent static design.” Journal of Wind Engineering and Industrial Aerodynamics 6: 125-137
5. Kim. YC., SW. Yoon, DJ. Cheon, and JY. Song. 2019. “Characteristics of wind pressures on retractable dome roofs and external peak pressure coefficients for cladding design.” Journal of Wind Engineering & Industrial Aerodynamics 188: 294–307.
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