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膜型网壳
相关语句
  membranous latticed shell
     Research on Static and Stability Property of Membranous Latticed Shell
     膜型网壳结构静力及稳定性研究
短句来源
     RESEARCH ON OVERALL AND LOCAL STABILITY OF RETICULATED MEGA-STRUCTURE WITH SINGLE LAYER MEMBRANOUS LATTICED SHELL SUBSTRUCTURE
     膜型网壳结构巨型网格结构的整体与局部稳定性研究
短句来源
  single layer membranous latticed shell substructure
     RESEARCH ON OVERALL AND LOCAL STABILITY OF RETICULATED MEGA-STRUCTURE WITH SINGLE LAYER MEMBRANOUS LATTICED SHELL SUBSTRUCTURE
     膜型网壳结构巨型网格结构的整体与局部稳定性研究
短句来源
  “膜型网壳”译为未确定词的双语例句
     Comparing Study Between Single-layer Ridge Style Latticed Intersected Cylindrical Shell (LICS) and Latticed Membrane Shell (LMS)
     单层脊线式叉筒网壳与膜型网壳的比较分析
短句来源
  相似匹配句对
     RESEARCH ON FILMY FLAT LATTICED SHELLS
     膜型结构的研究
短句来源
     Research on Static and Stability Property of Membranous Latticed Shell
     膜型结构静力及稳定性研究
短句来源
     STABILITY OF LATTICED SHELLS
     结构的稳定性
短句来源
     Application of Latticed Shell Structures
     结构的应用
短句来源
     THE MESH
    
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Latticed intersected cylindrical shell(LICS) is a new type of latticed shell formed by intersecting of two or more cylindrical shells. Latticed membrane shell(LMS) is formed as membrane shell according to Specification for Design of Reinforced Concrete Shell Structures (JGJ/T22—98).It is the most outstanding shape characteristic of ridge style LICS that cylinders intersect with ridge line and the surface is broken on ridge line.Contrarily,surface of LMS is thoroughly smooth.In order to reveal the shape influence...

Latticed intersected cylindrical shell(LICS) is a new type of latticed shell formed by intersecting of two or more cylindrical shells. Latticed membrane shell(LMS) is formed as membrane shell according to Specification for Design of Reinforced Concrete Shell Structures (JGJ/T22—98).It is the most outstanding shape characteristic of ridge style LICS that cylinders intersect with ridge line and the surface is broken on ridge line.Contrarily,surface of LMS is thoroughly smooth.In order to reveal the shape influence to structural behavior,the comparing study between single layer ridge style LICS and LMS which covered the same square plan is carried out.

叉筒网壳是由柱面网壳交贯而成的新型网壳结构 ,根据相贯线的特点可分为谷线式和脊线式两种基本形式 ;膜型网壳是参照膜型扁壳的成型方式设计的。脊线式叉筒网壳在造型上最明显的特点是光滑的圆柱面交贯形成脊线 ,曲面在脊线处发生突变 ;而膜型网壳曲面则是完全光滑的。为了探讨脊线的造型特征对结构性能的影响 ,将覆盖平面同为正方形的单层脊线式叉筒网壳与膜型网壳进行了对比分析

Some kinds of forms of membranous latticed shell are presented on the basis of the RC membranous flat shell.Two kinds of optimum forms are found through comparative analysis.The static property and stability property of these two kinds of structures, including buckling mode,ultimate load and equilibrium path,are researched in detail on different conditions such as the ratio of height to span and slope angle of the structure bottom plate.

参照钢筋混凝土膜型扁壳的成型方法 ,提出了 5种矩形平面膜型网壳的杆件布置形式 ,通过对比分析 ,确定了两种比较优越的结构形式。重点分析了这两种形式结构的稳定性能 ,包括失稳模态、极限荷载、屈曲全过程等 ,同时分析了不同起坡条件下结构的静力性能

Reticulated mega-structure braced with single layer membranous latticed shell substructure is studied in this paper. The main-structure is built of the arched space truss and the longitudinal space truss. The construction and parameters of shape are discussed. At the same time, geometric nonlinear mechanical model is set up and the stability analysis program is developed. The stability, buckling style (overall buckling and local buckling) and overall buckling and local buckling modes are researched in detail....

Reticulated mega-structure braced with single layer membranous latticed shell substructure is studied in this paper. The main-structure is built of the arched space truss and the longitudinal space truss. The construction and parameters of shape are discussed. At the same time, geometric nonlinear mechanical model is set up and the stability analysis program is developed. The stability, buckling style (overall buckling and local buckling) and overall buckling and local buckling modes are researched in detail. A series of parameters are analyzed for different buckling styles and ultimate loads. The border curves between overall and local buckling of different spans are obtained. All this work will provide guide in theory for the use of this structure.

针对子结构为单层膜型网壳的圆柱面交叉立体桁架系巨型网格结构 ,分析了结构的构成、形体参数 ,建立了几何非线性力学模型 ,编制了相应的稳定分析程序。着重研究了整个结构的稳定性能、失稳形式 (局部失稳与整体失稳 )、局部失稳与整体失稳模态等 ,就不同的失稳形式进行了一系列的参数分析 ,研究了各参数对结构的失稳形式及极限载荷的影响 ,找出了不同跨度结构在整体与局部失稳临界状态某些参数的取值规律

 
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