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- W2394300441 abstract "Based on the wind loads calculations of Chinese,Japanese and Australian codes,the along and cross wind loads of 200m and 300m tall buildings were analyzed,the results were compared. Then the wind loads and wind-induced responses of a practical engineering were calculated by Chinese and Japanese codes,the results were compared with wind tunnel test. The differences and the causes for the differences of wind loads calculated by codes in three countries were focused. The results of this paper show that the along wind loads of Chinese code were less than those of Japanese and Australian codes in the lower part structure,the cross wind loads and the ratios between cross- and along-wind load of Chinese code were more than those of Japanese and Australian codes in the lower part structure and less than those of Japanese and Australian codes in the upper part structure. The turbulence intensity value and peak factor of Chinese code were less than those of Japanese and Australian codes." @default.
- W2394300441 created "2016-06-24" @default.
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- W2394300441 date "2014-01-01" @default.
- W2394300441 modified "2023-09-23" @default.
- W2394300441 title "Comparative study on the wind loads and wind-induced responses among the wind load codes of China,Japan and Australia" @default.
- W2394300441 hasPublicationYear "2014" @default.
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