DESIGN WIND LOADS FOR STRUCTURAL FRAMES OF RECTANGULAR FLAT ROOFS(Structures)
Author:
Affiliation:
1. New Industry Creation Hatchery Center, Tohoku Univ.
2. AXS Satow INC.
3. Dept. of Architecture, Chiba Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/9/17/9_KJ00004655642/_pdf
Reference9 articles.
1. 2) MARUKAWA H. Design wind load on a flat long-span roof. Proc. 4th East Asia-Pacific Conference on Structural Engineering and Construction, 1993. 9. (1993) vol.3, p.1619-1624.
2. 4) UEMATSU Y. Wind-induced dynamic response and its load estimation for structural frames of circular flat roofs with long spans. Wind & Structures. (2002) vol.5, no.1, p.49-60.
3. 6) MORI T. On the dynamic wind forces on a flat roof. Trans. of A. I. J.. (1973) vol.206, p.9-16.
4. 7) MORI T. On dynamic response of a flat long-span roof to action of wind. Trans. of A. I. J.. (1976) vol.241, p.91-100.
5. 8) TAMURA Y. Wind load and wind-induced response estimations in the Recommendations for Loads on Buildings, AIJ 1993. Engineering Structures. (1996) vol.18, no.6, p.399-411.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Model of wind pressure field on circular flat roofs and its application to load estimation;Journal of Wind Engineering and Industrial Aerodynamics;2008-06
2. MODEL OF WIND PRESSURES ON CIRCULAR FLAT ROOFS AND ITS APPLICATION TO LOAD ESTIMATION(Structures);AIJ Journal of Technology and Design;2003
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