single truss 中文意思是什麼

single truss 解釋
單側疝帶
  • single : adj 1 僅只一個的,單獨的;單式的;【植物;植物學】(花等)單瓣的;【無線電】單工的,單次的。2 獨...
  • 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...
  1. The last part offers some examples. it includes the single site damage detection of continuous beam, simple support beam, fixed end beam, overhanging beam, truss, and the multipoint damage detection of simple support beam

    本文採用了連續梁、簡支梁、固端梁、懸臂梁、桁架等的單點損傷識別,簡支梁的多點損傷識別。
  2. The member bearing compression in the truss could be regard as a battened column with the single axis of symmetry

    這種角鋼桁架中的受壓件在結構上是一個單軸對稱綴板柱。
  3. This paper aims at bridge with high pier and long span adopting single or double featheredge piers, the stability of bridge in the whole construction process is analyzed combined with research conclusion of bridge stability and concrete creep and shrinkage, bridge construction period is divided according to actual construction - process and concrete creep and shrinkage regularity and structure is analyzed as plane truss at each time increment

    本文針對常用單、雙薄壁墩的高墩大跨徑橋梁,結合國內外對橋梁結構穩定與混凝土徐變收縮的研究成果,對節段法施工的橋梁進行穩定性全過程分析方法研究。根據實際施工過程及混凝土徐變收縮規律對施工全過程劃分時段,對每個具體計算時刻採用平面桿系結構進行計算分析,不同計算時刻具有不同的結構體系。
  4. The equilibrium path is traced using the arc - length scheme with the rigid - pin - joint model in which the spatial beam elements are used in single - layer parts and spatial truss elements are used in the double - layer parts. thus the stability behavior is summarized and the critical load is obtained. 2

    本文採用鋼、鉸接模型,即單層部分採用空間梁單元,雙層部分採用空間桿單元,應用弧長法跟蹤了網殼結構的平衡路徑,總結了此類網殼結構的失穩規律,並且得出了結構由單層過渡到雙層時臨界荷載的變化規律。
  5. In this thesis, a series of single and double - direction - load tests are carried on the single plate framing connection between truss - steel beam and concrete wall often used in tall - building. by single - direction - load tests, the flexure capacity of the joints in use of different design is researched in particular, the effect of bolt design on the flexure capability is analysised ; based on the cyclic loading experiment, such characteristics of the anchors are analyzed -. bearing capacity. rigidity, ductility, hystersity capacity, energy dissipation and failure phenomena

    通過單向靜力試驗,研究了單剪板連接的不同設計對鋼架梁的約束能力的變化,重點討論了螺栓的設計對約束能力的影響;通過周期性反復加載試驗研究了不同設計的單剪板連接預埋件的抗震性能的不同,重點分析了結構的承載能力、剛度、延性、滯回性能、耗能能力及其破壞特徵等。
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