space truss system 中文意思是什麼

space truss system 解釋
空間桁架系統
  • space : n 1 空間;太空。2 空隙,空地;場地;(火車輪船飛機中的)座位;餘地;篇幅。3 空白;間隔;距離。4 ...
  • truss : n 1 (乾草等的)捆,把,束,一束乾草〈老乾草56磅,新乾草60磅,稻草36磅〉。2 【醫學】疝帶。3 【植...
  • system : n 1 體系,系統;分類法;組織;設備,裝置。2 方式;方法;作業方法。3 制度;主義。4 次序,規律。5 ...
  1. It is a top load bridge with a clear span of 288m, which is maximum one of the same structural system in asia. the main arch rib uses 8 steel tube of 920mm joined by web members and transverse truss to form a space truss. the soldier piles on the arch are made of bent frame to make the shape both artistic and novel

    梅溪河大橋為一凈跨達288米的上承式鋼管混凝土拱橋,是目前亞洲同類橋型中跨度最大的橋梁,其主拱肋採用8根920mm的鋼管,通過腹桿及平聯形成鋼管混凝土空間桁架,拱上立柱亦採用鋼管混凝土排架,造型新穎美觀。
  2. By way of research staggered truss system space cooperation work principle, the text has systematically given out the plane structure computational module and the elastic static computational method, and provides a detailed calculation example

    通過對錯列桁架體系空間協同工作原理的研究,首次系統地給出了可以考慮扭轉效應的平面結構計算模型和彈性靜力計算方法,並提供了過程詳盡的計算實例。
  3. On the basis of the design and calculation of such space truss system, this paper has analysed and summed up the experiment dataes of the wind tunnel test and made a deeply research and analysis on this kind of structure which undergoing complicated wind load. compare the wind load values which gained by calculating according to load criterion and the wind tunnel test separately and then analyze and compare the two different results got by static wind load and dynamatic ones separately. at last, analyze the two outcomes through these two different methods which in virtue of finite element program midas

    本文在鹽田碼頭閘口的工程設計基礎上,分析總結了對該建築物進行風洞試驗的試驗數據,並對利用風洞試驗數據計算所得風荷載值與按規范計算所得的風荷載值進行了比較,然後藉助有限元軟體midas對該結構在靜力風荷載作用下和動力風荷載作用下的節點位移進行了計算分析和比較。
  4. Consulting analysis method of current design code ( specification ) on the " p - a " effect of steel frames of each country, the geometry nonlinearity capability of staggered truss system has been analyzed in this text ; those will fill the blank space of staggered truss framing research aspect

    本文參照各國現有規范(程)對鋼框架結構p -效應的考慮方法,首次對錯列桁架體系的二階效應進行了分析,填補了錯列桁架結構研究方面的空白。
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