Sentence examples for mean wind pressure from inspiring English sources

As regards mean wind pressure coefficients of the comparisons among the three methods, CFD calculated results showed good agreement with those of wind tunnel tests and full-scale.

The general characteristics and effect of side ratio on observed mean wind pressure distributions on different faces of square and rectangular building models at wind incidence angles of 0° to 90° at an interval of 15° are summarized as follows.

The wind loads on each node of prototype buildings were calculated according to Eq. 2 from the experimentally obtained mean wind pressure coefficients at different pressure points on building models at different wind incidence angels.

The maximum positive pressure of the cooling towers was less affected by the interference effects related to four-towers, and the mean wind pressure were affected greatly in the regions of minimum negative wind pressure and leeward regions.

The GEF is a dimensionless coefficient that quantifies the effect of turbulence on wind pressure distribution and enables the assessment of maximum external loading and internal forces in the structure from the analysis of the mean wind pressure scenario.

Taking oval-shaped high-rise buildings as examples, this paper numerically investigated the effects of height-width ratio (HWR) and height-thickness ratio (HTR) on mean wind pressure coefficients (Cm) of building surfaces.

This study is then attempt to provide the needful information of wind pressures and mean wind responses of rectangular buildings having same plan area and height but different side ratios over an extended range of wind incidence angles from 0° to 90° at an interval of 15°.

Tropical storm parameters include mean wind velocity (V m ), environmental pressure (P n ), central pressure (P c ), and storm wind field size (R m ), while A and B are fitting constants.

The CFD simulations of mean wind speed and surface pressures inside the roof are generally in good agreement (10 20%) with the wind tunnel measurements.

In particular, the present study details the dimensions of buildings, wind incidence angles, wind pressure coefficients and mean responses level, as reflected by the mean forces/displacements, base moments and torque developed on the buildings due to unevenly distributed forces on the building walls.

Firstly, the effects of self-excited force on distribution characteristics of external mean and fluctuating wind pressures were analyzed.