Design wind force coefficients for freestanding
canopy roofs of membrane structures
cytuj
pobierz pliki
RIS BIB ENDNOTEWybierz format
RIS BIB ENDNOTE
Design wind force coefficients for freestanding
canopy roofs of membrane structures
Data publikacji: 11.12.2015
Czasopismo Techniczne, 2015, Budownictwo Zeszyt 2-B (12) 2015, s. 167 - 189
https://doi.org/10.4467/2353737XCT.15.131.4168Autorzy
Design wind force coefficients for freestanding
canopy roofs of membrane structures
The present study examines the wind-induced behaviour of free-standing membrane canopy roofs with various types of roof-supporting systems and presents wind force coefficients for designing such roofs. The effects of roof deformation and choice of roof-supporting system on wind force coefficients are investigated. The characteristics of wind-induced responses of the roofs are taken into account for improving the wind force coefficients that we previously proposed based on the results of wind tunnel experiment with rigid roof models.
[1] M ichalski A., Britto D., Gelenne Ph., Haug E., Fluid structure interaction simulation of wide-span membrane structures, Extended Abstracts of the 6th International Symposium on Computational Wind Engineering Hamburg, Germany 8-12 June 2014.
[2] M ichalski A., Kermel P.D., Haug E., Lohner R., Wuchner R., Bletzinger K.-U., Validation of the computational fluid-structure interaction simulation at real-scale tests of a flexible 29 m umbrella in natural wind flow, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 99, 2011, 400-413.
[3] N agai Y., Okada A., Kanda M., Miyasato N. and Saitoh M., Study on wind response on horn-shaped membrane structure, Journal of Structural and Construction Engineering, AIJ , Vol. 77(672), 2012, 211-219.
[4] O penFOAM , http://www.openfoam.com, 2008.
[5] P un P.K.F., Letchford C.W., Analysis of a tension membrane hypar roof subjected to fluctuating wind loads, Proc 3rd Asia-Pacific Symposium on Wind Engineering, Hong Kong, 13-15 December 1993.
[6] T akeda F., Yoshino T., Uematsu Y., Design wind force coefficients for hyperbolic paraboloid free roofs, Journal of Physical Science and Application 4(1), 2014, 1-19.
[7] T akeda F., Yoshino T., Uematsu Y., Discussion of design wind force coefficients for hyperbolic paraboloid free roofs, Proc. 7th International Colloquium on Bluff Body Aerodynamics and Applications, Shanghai, China 2012.
[8] T akeda F., Yoshino T., Uematsu Y., Discussion of design wind force coefficients on mono-sloped free roofs, Proc. of the International Association for Shell and Spatial Structures (IASS ) Symposium, Seoul, Korea, 2012.
[9] U ematsu Y., Arakatsu F., Matsumoto S., Takeda F., Wind force coefficients for the design of a hyperbolic on wind engineering, Taipei, Taiwan 2009.
[10] U ematsu Y., Iizumi E., Stathopoulos T., Wind loads on free-standing canopy roofs: Part 2 overall wind forces, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 96 (6-7), 2008, 1029-1042.
Informacje: Czasopismo Techniczne, 2015, s. 167 - 189
Typ artykułu: Oryginalny artykuł naukowy
Tytuły:
Design wind force coefficients for freestanding
canopy roofs of membrane structures
Design wind force coefficients for freestanding
canopy roofs of membrane structures
Technical Research Center, Taiyo Kogyo Corporation, 3-20, Syodai-Tajika, Hirakatashi, Osaka, Japan
Technical Research Center, Taiyo Kogyo Corporation, 3-20, Syodai-Tajika, Hirakatashi, Osaka, Japan
Department of Architecture and Building Science, Tohoku University, Sendai, Japan
Publikacja: 11.12.2015
Status artykułu: Otwarte
Licencja: Żadna
Udział procentowy autorów:
Korekty artykułu:
-Języki publikacji:
AngielskiLiczba wyświetleń: 1912
Liczba pobrań: 8956