steel h-column 中文意思是什麼

steel h-column 解釋
h形斷面鋼柱
  • steel : n 1 鋼,鋼鐵。2 鋼製品;刀,劍,打火鐮;(女人胸衣等中的)松緊鋼條[絲];鋼磨;〈美國〉剃刀,小刀...
  • h : = 【電學】 henry; 【化學】 hydrogen; 【物理學】磁場密度 (intensity of magnetic field) 地磁水平...
  • column : n 1 【建築】圓柱;圓柱狀物〈如煙柱〉。2 【軍事】縱隊 (opp line); 隊;(艦隊的)縱陣,縱列,艦列...
  1. The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and h - steel beam connections

    摘要垂直加勁肋節點適于柱截面較小的方鋼管(矩形管)柱和h型鋼梁節點。
  2. With the development of the steel structure, h profiled bar is widely used and the fabrication of the member of steel structure is increasingly standardized. however, the behavior of standardized column base was not systemically investigated domestically

    隨著鋼結構的應用推廣, h形鋼等型材在鋼結構中應用廣泛,鋼結構構件的製作日益規范化、標準化,但在標準化柱腳受力性能方面國內尚未進行系統的研究。
  3. Four groups of eight types of connection methods are suggested to be able to use for the joint of cold - formed rectangular tube - steel column and h - shaped beam by investigating the current research on the beam - to - column connection methods used at home and abroad, at the same time, a new type of connection is proposed in this article

    本文在對國內外冷彎矩形鋼管與焊接箱形鋼管節點型式研究的基礎上總結出四類八種適合於冷彎矩形鋼管柱與h型鋼梁連接的節點型式,並提出一種新型節點連接型式,分別給出了相關的設計規定和使用條件。
  4. Using the software of ansys, this thesis compares and analyzes the seismic behavior of the joint of cold - formed rectangular tube - steel column and h - shaped beam and the joint of welding box column and h - shaped beam, in order to research the influence for the cold forming process of the cold - formed rectangular tube - steel column

    利用大型通用有限元分析軟體,對冷彎矩形鋼管柱與h型鋼梁連接節點與焊接箱形鋼管柱與h型鋼梁連接節點的抗震性能進行對比分析,探討出冷彎矩形鋼管的特性對節點抗震性能的影響。
  5. As numerical examples, a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered. the complete load - deflection curve is obtained and compared with the corresponding experimental results. the comparison demonstrates the validity and accuracy of the proposed method

    應用編制的計算程序,首先對一配有工字型鋼的矩形截面長柱進行了計算分析,獲得了長柱的荷載-撓度全過程曲線,並與試驗結果作了比較,驗證了計算程序的正確性和有效性。
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