Sentence examples for local wind force from inspiring English sources

Global and local wind force coefficients and structural responses are presented and discussed.

Based on the experimental results, mean wind pressure coefficients, base moment coefficients, local wind force coefficients, power spectral densities and vertical correlation coefficients of the three corner modified models are discussed and compared with those of the square model to provide comprehensive evaluations of the effects of the aerodynamic treatments on reductions of the wind loads.

Spatiotemporal wind pressure data on a typical LB setup with different gap distances are used to examine inter-building aerodynamic correlation, which is presented in terms of the correlation coefficients between local wind force components and between generalized force components of the two LBs.

The overall loads and base moments are obtained by integration of local wind forces.

The data was briefly reported (Local wind forces acting on rectangular prisms.

Time history analyses were conducted using a frame model by inputting local wind forces at the center of each floor.

In the present paper, local wind forces on tall buildings are investigated in terms of mean and RMS force coefficients, power spectral density, and spanwise correlation and coherence.

The effects of three parameters, elevation, aspect ratio, and side ratio, on bluff-body flow and thereby on the local wind forces are discussed.

Aerodynamic interference effects on base moments and local wind forces along nine height levels of the principal building are presented and discussed.

Lin et al. (2005) investigated the effects of three parameters namely elevation, aspect ratio and side ratio on bluff-body flow and thereby on the local wind forces on rectangular cross-section through wind tunnel test.

Lin et al. (2004) discussed the findings of a widespread wind tunnel study on local wind forces on isolated tall buildings based on the experimental outcome of nine square and rectangular models (1 500).