Jul 19, 2014 ¡¤ This paper presents the results of wind tunnel tests on rectangular building models having the same plan area and height but different side ratios.
This paper studies the wind pressure distribution over the Commonwealth Advisory Aeronautical Council building model (CAARC model) using CFD.
This report describes the theoretical development of work done within the task group "wind pressure distribution" of the COMIS Workshop.
People also ask
Which of the following factors affects the wind pressure at any height of a structure?
What is the effect of wind on tall building frames influence of aspect ratio?
Which height is considered for the wind load for the design of a building?
How does wind affect tall buildings?
Jul 29, 2024 ¡¤ Along the central axis (M1) in the vertical direction, wider buildings had stronger positive wind pressure on the frontal surfaces below 0.10H, ...
Sep 15, 2023 ¡¤ This paper investigates the wind veering effects on mean wind load characteristics of square cross-sectional super high-rise buildings with different heights.
The results show that the surface pressure variation is highly dependent upon the approaching wind direction, especially on the top and side faces of the cube.
The characteristics of vertical mean wind pressure distribution with respect to various side ratios are analyzed into windward direction and leeward. From ...
The design wind pressure shall be calculated as P = q (GCp) – qi (GCpi) (lb/ft2) (N/m2) (30.6-1) where: q = qz for windward walls evaluated at height z above ...
Missing: distribution | Show results with:distribution
With symmetricity and similarity, the fluctuating wind pressure fields are classified into three types: resonant and non-resonant states in smooth flow, and in ...
The alteration of wind pressure distribution caused by the change in relative orientation of a closely located interfering building is studied here