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拱壳
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  arch shell
     The Mechanical Properties Analysis of Large-Span Reinforced Concrete Arch Shell Structure
     大跨径钢筋混凝土拱壳结构力学性能分析
短句来源
     COLLAPSE ANALYSIS OF WRINKLED STEEL THIN WALLED ARCH SHELL ROOF
     折皱薄壁钢拱壳的倒塌事故分析
短句来源
     Analysis on Collapse of Arch Shell Roof Made of Large-span Pressed Steel Sheet
     大跨度压型钢板拱壳屋顶倒塌事故分析
短句来源
     A BRIEF ON THE METAL THIN WALLED AND WRINKLED ARCH SHELL STRUCTURE
     一种金属薄壁折皱拱壳结构屋盖体系简介
短句来源
     PRECAST-INSTALL TECHNOLOGY OF THREE-HINGED ARCH SHELL OF REINFORCED CONCRETE
     钢筋混凝土三铰拱壳预制安装施工工艺
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  arch-shell
     THE AUTOMATIC GENERATION OF THE FINITE ELEMENT MODEL OF METAL CORRUGATED ARCH-SHELL ROOF
     金属波纹拱壳屋顶有限元模型的自动生成
短句来源
     Cold-formed & Wrinkled Steel Thin Walled Arch-shell Buildings
     冷弯折皱薄壁拱壳轻钢房屋
短句来源
     Study of Thickness-choosing of Metal Corrugated Arch-Shell Roof Slabs
     金属波纹拱壳屋盖板厚取值研究
短句来源
     RESEARCH ON ULTIMATE BEARING CAPACITY OF NON-CORRUGATING ARCH-SHELL STRUCTURE
     无波纹拱壳结构极限承载力研究
短句来源
     A NEW TYPE OF THIN-WALL STEEL STRUCTURE ——NON-CORRUGATED ARCH-SHELL ROOF
     一种新型薄壁钢结构——无波纹拱壳屋顶
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  “拱壳”译为未确定词的双语例句
     Analysis on the Collapse Accidents of Arch Shape Corrugated Shell Roof and Their Improved Safety Measures
     大批波纹拱壳屋顶倒塌的事故分析及其安全改进措施
短句来源
     Arch shape corrugated shell roof is a new light steel structure.
     波纹拱壳屋顶是一种新型的大跨轻钢结构。
短句来源
     Topic of this paper are construction technology for elliptic concrete shell-roof and economic analysis,it illustrates construction of elliptic roof which applying for reinforcement girder supporting system combined with features and conditions in field of engineering,and determines construction technology for reinforcement girder and elliptic arch structure to be extended.
     以椭圆形混凝土薄壳屋面施工技术与经济分析为题,阐述了椭圆形屋面施工采用钢筋桁架支撑体系新技术,结合工程结构本身的特点、现场实际情况,确定了钢筋桁架施工技术及椭圆形拱壳结构施工技术,并以此进行推广。
短句来源
     The problems lied in corrugated arch\|shell structure is discussed and a new type of thin\|wall steel structure\_\_non\|corrugated arch\|shell roof structure is introduced.
     通过对波纹拱壳屋顶结构存在问题的讨论 ,介绍了一种新型薄壁拱壳结构 ,即无波纹拱壳屋顶。
短句来源
     THE DYNAMIC RESPONSE OF THIN-WALL STEEL STRUCTURES UNDER WIND LOAD
     冷弯折皱薄壁拱壳轻型钢结构在风荷载下的动力响应
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hrough the field practice and laboratorial similtudesimulation tests of coal mining with top─coal caving,thepaper discussed the characteristics of the arch structure andground behaviour in the strata overlying the stopes minedwith top─coal cavin,and the regularity of controlling it.Referring to the mechanical analysis of shell structure,thepa[er,in gener al view,analysed preliminarily theformation of arch structure of strata overlying stopes minedwith top─coal caving.

本文通过放顶煤现场实践和立体相似模拟分析,初步总结探讨了放顶煤采场上覆岩层运动拱结构特征及其矿压和控制规律,借鉴了拱壳结构力学分析手段,对放顶煤采场上覆岩层形成拱结构从宏观上作了初步分析。

A set of teststudies about the arch roofs tructure with color corrugated steel sheet section is described herein The test investigation points out that the most dangerous collapse mode is a crinkle buckling collapse mode in the arch roof structure This type of the collapse mode has to be considered in the design of this type of the structures

通过单榀彩板波形拱形斜槽板试验研究,揭示了彩板波形拱壳屋面结构最危险的破坏形式——折曲屈曲破坏模型,它是波形薄壁折板结构所特有的破坏形式,必须引起结构设计人员的高度重视并必须在设计中加以考虑。

A nonlinear finite element based on the total Lagrangian incremental formulation of a two dimensional anisotropic medium is developed, and its application in the geometrical nonlinear buckling and postbuckling analysis of stiffened layered composite shell is demonstrated via example problems under the combination of mechanical loading and hygrothermal loading. The finite element based on the Sander's shell theory with transverse shear strains is also presented. The tangential stiffness matrices of rectangle...

A nonlinear finite element based on the total Lagrangian incremental formulation of a two dimensional anisotropic medium is developed, and its application in the geometrical nonlinear buckling and postbuckling analysis of stiffened layered composite shell is demonstrated via example problems under the combination of mechanical loading and hygrothermal loading. The finite element based on the Sander's shell theory with transverse shear strains is also presented. The tangential stiffness matrices of rectangle shell finite element, the beam and curved beam, the equivalent hygrothermal force vector, and the method of analysis of buckling and postbuckling are given. Finally, several example problems are illustrated by the FORTRAN Programme.

本文应用增量形式的拉格朗日列式法对其有纵横加筋的迭层圆拱壳在均布载荷作用下的稳定性进行了非线性有限元分析。文中应用Sander壳体理论及横向剪切的影响,推导了矩形壳元及与该壳元变形相协调的直梁元和曲梁元的切线刚度矩阵。编制了FORTRAN计算程序。计算并分析了加筋拱壳的局部及整体失稳过程。

 
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