Results 251 to 260 of about 288,988 (304)
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Wind loads on wind-permeable building facades
Journal of Wind Engineering and Industrial Aerodynamics, 1983Abstract This paper describes some significant results of a comprehensive study of wind loads on wind-permeable facades of low-rise buildings. The investigation was undertaken to provide wind load information for the design of elements of wind-permeable facades and the design of their fixation to the wind-impermeable building walls.
H.J. Gerhardt, C. Kramer
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Journal of Wind Engineering and Industrial Aerodynamics, 2002
Abstract A wind-tunnel study has been carried out to assess wind loads on parapets of two buildings. Local pressure coefficients were measured on models with a length to height ratio ( L / H ) of 1:1 and 2:1. Most of the results were obtained for full-scale equivalent parapet heights of 1 and 2 m and for wind directions of 0°, 15°, 30°, 45°, 60°, 75°
T. Stathopoulos, P. Saathoff, X. Du
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Abstract A wind-tunnel study has been carried out to assess wind loads on parapets of two buildings. Local pressure coefficients were measured on models with a length to height ratio ( L / H ) of 1:1 and 2:1. Most of the results were obtained for full-scale equivalent parapet heights of 1 and 2 m and for wind directions of 0°, 15°, 30°, 45°, 60°, 75°
T. Stathopoulos, P. Saathoff, X. Du
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Journal of Wind Engineering and Industrial Aerodynamics, 1983
Abstract The problem of dynamic alongwind response of structures to forces induced by atmospheric turbulence is treated in this paper. This study analyses the behavior of structures which can be idealized as one of the two standard models respective called “point-like” and “three-dimensional”.
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Abstract The problem of dynamic alongwind response of structures to forces induced by atmospheric turbulence is treated in this paper. This study analyses the behavior of structures which can be idealized as one of the two standard models respective called “point-like” and “three-dimensional”.
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Wind loading and wind barriers
2007One of the sections of the highway connecting the cities Zagreb and Split is 25 kilometers long. This is the section running between the Tunnel Sveti Rok to the Maslenica Interchange. It passes through rough relief where the Velebit Mountain and the Adriatic coast meet. This is actually the main reason for the strong wind genesis.
Sesar, Petar +2 more
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Journal of the Institution of Civil Engineers, 1950
Synopsis. From a review of existing knowledge of wind loads it is clear that, although many observations of wind velocities and pressures have been made, it is difficult to estimate their true significance with reference to the derivation of design loads.
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Synopsis. From a review of existing knowledge of wind loads it is clear that, although many observations of wind velocities and pressures have been made, it is difficult to estimate their true significance with reference to the derivation of design loads.
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Summer Meeting, 1963
An analytical study of dynamic loads induced by wind shear is reported In the first portion of the study, the effect of simplifications in the equations of motion on solution accuracy is investigated Pitch-plane wind-shear bending moments on a hypothetical boost-glide vehicle are determined using three methods In the first method the equations used are
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An analytical study of dynamic loads induced by wind shear is reported In the first portion of the study, the effect of simplifications in the equations of motion on solution accuracy is investigated Pitch-plane wind-shear bending moments on a hypothetical boost-glide vehicle are determined using three methods In the first method the equations used are
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A review of impact loads on composite wind turbine blades: Impact threats and classification
Renewable and Sustainable Energy Reviews, 2023Jiquan Yan, Weifei Hu, Zhiyu Jiang
exaly
A global assessment of extreme wind speeds for wind energy applications
Nature Energy, 2021Sara C Pryor, Rebecca J Barthelmie
exaly