薄壁箱形結構 的英文怎麼說

中文拼音 [bóbìxiāngxíngjiēgòu]
薄壁箱形結構 英文
thin membrane box structure
  • 薄 : 名詞[方言] （浮萍） duckweed
  • 壁 : 名詞1 （墻） wall （of a house etc ） : 銅墻鐵壁 bastion of iron2 （作用像圍墻的部分） wall of st...
  • 箱 : 名詞1. （箱子） chest; box; case; trunk 2. （像箱子的東西） anything in the shape of a box
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  2. Thin - walled box girder is often used in bridge engineering

    箱形薄壁梁是橋梁工程中經常採用的結構。
  3. Analysis of reason and treatment for cracks of prestressed concrete box structures with thin - wall

    預應力混凝土箱形薄壁結構裂縫成因分析及處治
  4. Combined with a project financially supported by the construction bureau of hunan province, some studies on this floor have been carried out in this thesis. the valuable results achieved are outlined as below : 1. compared with the current concrete criterion, a method for the stiffness of thin - wall core box cast - in - site concrete hollow floor which is analyzed in this thesis is proposed

    本文結合湖南省建設廳重點資助項目對薄壁箱體現澆混凝土空心樓蓋進行研究，取得了的研究成果，如下: 1 、對薄壁箱體現澆混凝土空心樓蓋的剛度進行了分析，以《混凝土結構設計規范》為基礎，提出了現澆空心樓蓋剛度和內力的簡化計算方法，其計算結果與已有的試驗結果吻合良好，使樓蓋內力和變形的計算過程得以簡化。
  5. The full range analysis from cracking to crashing of box girder are conducted in detail to ascertain the response for the structure to load, and the parametric study about the shear lag of box girder within the nonlinear stage has been finished and some profitable conclusions have been obtained as well

    利用所開發的有限元程序詳細研究了鋼筋混凝土薄壁箱梁從開裂、鋼筋屈服直到破壞這一全過程中結構的受力及變形特徵，籍以分析各個階段的結構受力反應和極限承載能力，並且對箱梁的剪力滯效應進行了系統的參數分析。
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