scholarly journals Wind loads on free-standing canopy roofsPart 3 Validity and application of the proposed wind force coefficients

2006 ◽  
Vol 31 (4) ◽  
pp. 115-122
Author(s):  
Yasushi UEMATSU ◽  
Eri IIZUMI ◽  
Theodore STATHOPOULOS
Keyword(s):  
Wind Loads ◽  
Wind Force ◽  
Free Standing ◽  
Force Coefficients

Wind force coefficients for designing free-standing canopy roofs

2007 ◽  
Vol 95 (9-11) ◽  
pp. 1486-1510 ◽  
Author(s):  
Yasushi Uematsu ◽  
Eri Iizumi ◽  
Theodore Stathopoulos
Keyword(s):  
Wind Force ◽  
Free Standing ◽  
Force Coefficients

Wind tunnel test on mean wind forces and peak pressure acting on ellipsoidal nacelles of wind turbine

2021 ◽  
pp. 0309524X2110445
Author(s):  
Hiroshi Noda ◽  
Takeshi Ishihara
Keyword(s):  
Wind Tunnel ◽  
Wind Turbine ◽  
Peak Pressure ◽  
Wind Tunnel Test ◽  
Load Case ◽  
Wind Force ◽  
Pressure Coefficients ◽  
Force Coefficients ◽  
Design Load ◽  
Mean Pressure

Mean wind forces and peak pressures acting on ellipsoidal nacelles are investigated by wind tunnel tests. The wind force coefficients of the ellipsoidal nacelles for the wind turbine design and the peak pressure coefficients for the nacelle cover design are proposed based on the experimental data. The wind force coefficients are expressed as functions of yaw angles. The proposed formulas are compared with Eurocode, Germanischer Lloyd and ASCE7-16. It is found that the mean wind force coefficients for the wind turbine nacelles are slightly underestimated in Eurocode. The equivalent maximum and minimum mean pressure coefficients are proposed for use in Design Load Case 6.1 and Design Load Case 6.2 of IEC 61400-1. The peak pressure coefficients are derived using a quasi-steady theory. The proposed equivalent maximum and minimum mean pressure coefficients are much larger than those specified in Germanischer Lloyd.

Evaluation of Mean Wind Force Coefficients for High-Rise Building Models with Rectangular Cross-Sections and Aspect Ratio’s of 6 and 8

2014 ◽  
pp. 597-612
Author(s):  
A. Abraham ◽  
S. Chitra Ganapathi ◽  
G. Ramesh Babu ◽  
S. Saikumar ◽  
K. R. S. Harsha Kumar ◽  
...  
Keyword(s):  
Cross Sections ◽  
Wind Force ◽  
Force Coefficients ◽  
High Rise ◽  
High Rise Building ◽  
Building Models

scholarly journals Design Wind Force Coefficients for Signboards Installed on the Rooftop of Building

2016 ◽  
Vol 41 (1) ◽  
pp. 12-23
Author(s):  
Yuka MASUYAMA ◽  
Osamu NAKAMURA ◽  
Yasushi UEMATSU ◽  
Yasuo OKUDA
Keyword(s):  
Wind Force ◽  
Force Coefficients

Steady wind force coefficients of inclined stay cables with water rivulet and their application to aerodynamics

2005 ◽  
Vol 8 (2) ◽  
pp. 107-120 ◽  
Author(s):  
Masaru Matsumoto ◽  
Tomomi Yagi ◽  
Seiichiro Sakai ◽  
Jun Ohya ◽  
Takao Okada
Keyword(s):  
Wind Force ◽  
Force Coefficients ◽  
Stay Cables

Wind loads on free-standing canopy roofs: Part 2 overall wind forces

2008 ◽  
Vol 96 (6-7) ◽  
pp. 1029-1042 ◽  
Author(s):  
Yasushi Uematsu ◽  
Theodore Stathopoulos ◽  
Eri Iizumi
Keyword(s):  
Wind Loads ◽  
Free Standing

scholarly journals Peak Wind Force Coefficients for Balcony Handrail

2011 ◽  
Vol 36 (4) ◽  
pp. 376-381
Author(s):  
Kazuo OHTAKE ◽  
Osamu NAKAMURA ◽  
Yasuo OKUDA
Keyword(s):  
Wind Force ◽  
Force Coefficients
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