TY - JOUR
T1 - Actual conditions of terrain roughness evaluated from numerical data of structural dimensions in Tokyo
AU - Nakamura, Osamu
AU - Miyashita, Koichi
AU - Uematsu, Yasushi
AU - Yamada, Motohiko
N1 - Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2000/7
Y1 - 2000/7
N2 - The terrain roughness in the 23 wards of Tbkyo cannot be easily evaluated because of a variety of structures with different dimensions. The authors have characterized the dty fi-om the viewpoint of terrain roughness, using the numerical data of dimensions of all structures in the 23 wards. The area of the 23 wards was divided into about 2,600 regions with a 500m mesh, and the terrain roughness of each region was analyzed. The results indicate that the regions are classified into the following three groups ; that is, (i) regions in which the ratio Rf≥ 4 of the building area to the mesh area for the buildings with four stories or over is less than 20%, (Ü) regions in which 20% ≤ Rf≥4->40%, and (iii) regions in which &R fge;4≥ 40%. In addition to the conventional homogeneous terrain roughness, resulting from low-rise buildings, the influence of buildings with four or more stories should be taken into consideration in the evaluation of the wind speed profile for design purpose.
AB - The terrain roughness in the 23 wards of Tbkyo cannot be easily evaluated because of a variety of structures with different dimensions. The authors have characterized the dty fi-om the viewpoint of terrain roughness, using the numerical data of dimensions of all structures in the 23 wards. The area of the 23 wards was divided into about 2,600 regions with a 500m mesh, and the terrain roughness of each region was analyzed. The results indicate that the regions are classified into the following three groups ; that is, (i) regions in which the ratio Rf≥ 4 of the building area to the mesh area for the buildings with four stories or over is less than 20%, (Ü) regions in which 20% ≤ Rf≥4->40%, and (iii) regions in which &R fge;4≥ 40%. In addition to the conventional homogeneous terrain roughness, resulting from low-rise buildings, the influence of buildings with four or more stories should be taken into consideration in the evaluation of the wind speed profile for design purpose.
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U2 - 10.5359/jwe.25.84_59
DO - 10.5359/jwe.25.84_59
M3 - Article
AN - SCOPUS:33544461557
SN - 1349-3507
VL - 25
SP - 59
EP - 69
JO - Journal of Wind Engineering
JF - Journal of Wind Engineering
IS - 3
ER -