wind-resistant design 中文意思是什麼
wind-resistant design
解釋
防風設計-
Design and discussion for wind resistant pillar with light - weight steel structure
門式剛架輕鋼結構抗風柱的設計 -
The coefficient of wind - induced vibration is a link between the dynamic wind loads and the equivalent static loads and it is a key item in wind - resistant design. the further study on the coefficient of wind - induced vibration is carried out
風振系數是聯系動力荷載與等效靜力荷載的橋梁，在抗風設計中起著關鍵的作用，對它的可靠性作了進一步的研究。 -
Moreover, utilizing the theory mentioned above, the value of the peak factor about the wind - induced vibration of roof structure was obtained, the results show that the prescript of peak factor in chinese code is probably unsafe for the wind - resistant design
該算例的分析結果表明：當採用我國荷載規范規定的峰值因子取值來計算屋蓋結構的風振響應時，其結果可能是偏於不安全的。 -
The wind - resistant design of structures is also being transited form the deterministic pattern to a reliability theory based probabilistic assessment
結構抗風設計也正從確定性方式向基於可靠性理論的概率性評價過渡。 -
At the same time, the study on wind - resistant design of large span roofs is very weak, which restricts the development of these structures
與此同時，關于大跨屋蓋結構的抗風設計理論還相當薄弱，這已成為制約這種結構類型進一步發展的瓶頸。 -
Based on the study on essential characteristics of wind - induced response of large span roofs, it is demonstrated that the kernel issue of wind - resistant design of large span roofs is to consider multiple distributions of fluctuating wind load, multi - mode vibration and multiple equivalent objectives
本文在深入探討大跨屋蓋結構風振響應本質特徵的基礎上，指出大跨屋蓋結構抗風理論研究的核心是要解決多荷載形態、多響應振型和多等效目標問題。 -
The wind speed of reference period is determined by the local primitive data. a method is introduced that determine the wind speed of reference period through short - term wind data such as 3 to 5 years. it provides an evidence for wind - resistant design of the area that lack of long - term wind data
設計基準期參考風速的確定離不開原始風速資料，對缺乏長期風速資料的地區，給出了一種通過當地短期（ 3 - 5年）的風速資料推算設計基準期參考風速的方法，為抗風設計提供依據。
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