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Mean wind force coefficients for the entire scaffolding and area-averaged wind force coefficients were determined for different scaffolding geometries.
In this scheme, the equivalent-static wind loading used for design is equal to the mean wind force multiplied by the GLF.
The instantaneous distribution of wind force coefficients, or the pressure difference coefficients at this moment was found to be similar to that of the mean wind force coefficients.
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Typhoon-induced wind loading on a bridge deck is then represented by time-varying mean wind forces, non-stationary buffeting forces associated with time-dependent aerodynamic coefficients and self-excited forces characterized by time-dependent aerodynamic derivatives.
Finally, theoretical models of wind rain induced vibration of 3-D sectional cables and 3-D continuous cables are, respectively, developed based on the measured mean wind forces mentioned above, and the vibration characteristics are investigated as well as an explanation of the mechanism of wind rain induced vibration of stay cables is made.
For mean wind speed, the average difference is -12.4% and for mean wind power -29.7%.
mean wind power density.
Further, for the irregular shaped tower block model also, for the wind angle where the mean across wind force is very small, the value of CL,V′ is found to be around 0.088.
In particular, it is proposed to use the theory of dynamic shakedown as an efficient means for describing the collapse probability of the main wind force resisting system.
The lateral force was 70% of the axial force at a mean wind speed of 38.6 m/s.
The Beaufort wind force scale is an empirical measure that relates the mean wind speed to conditions observed at sea or on land.
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