TY - JOUR
T1 - Geometrical and structural characteristics and wind resistant design method of spatial structures constructed in Japan
AU - Uematsu, Yasushi
AU - Sone, Takayuki
AU - Noguchi, Masumi
N1 - Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2003/7
Y1 - 2003/7
N2 - The geometry, structural characteristics and wind resistant design method of spatial structures constructed in Japan in the last two decades have been investigated, based on a literature survey as well as on a questionnaire answered by structural engineers at some construction companies. Regarding the wind resistant design, focus is on the method of wind load estimation used in the practical design. The results indicate that the structural characteristics, such as the first natural frequency and damping factor, depend not only on the geometry of the structure but also on the structural system. Various methods were used for estimating the design wind load. In many cases, however, the gust effect factor approach has been used, particularly since the AIJ Recommendations for Loads on Buildings was revised in 1993 and the specification of gust effect factor was provided for beams supporting flat roofs.
AB - The geometry, structural characteristics and wind resistant design method of spatial structures constructed in Japan in the last two decades have been investigated, based on a literature survey as well as on a questionnaire answered by structural engineers at some construction companies. Regarding the wind resistant design, focus is on the method of wind load estimation used in the practical design. The results indicate that the structural characteristics, such as the first natural frequency and damping factor, depend not only on the geometry of the structure but also on the structural system. Various methods were used for estimating the design wind load. In many cases, however, the gust effect factor approach has been used, particularly since the AIJ Recommendations for Loads on Buildings was revised in 1993 and the specification of gust effect factor was provided for beams supporting flat roofs.
KW - Geometry
KW - Questionnaire
KW - Review
KW - Spatial structure
KW - Structural characteristics
KW - Wind resistant design
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U2 - 10.5359/jwe.28.96_107
DO - 10.5359/jwe.28.96_107
M3 - Article
AN - SCOPUS:44649141643
SN - 1349-3507
VL - 28
SP - 107
EP - 116
JO - Journal of Wind Engineering
JF - Journal of Wind Engineering
IS - 3
ER -