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vierendeel truss
相关语句
  空腹桁架
     The Application of Basket Type Vierendeel Truss in the Steel Bridge Approach of Dock
     提篮式空腹桁架在码头钢引桥中的应用
短句来源
     The types and current situations of Vierendeel truss transfer structure in high-rise building are introduced.
     简述了多、高层建筑中空腹桁架转换结构的型式及空腹桁架转换结构在多、高层建筑中的应用现状.
短句来源
     Research and Application of Vierendeel Truss Transfer Structure in High-rise Buildings
     空腹桁架转换结构在多高层建筑中的研究与应用
短句来源
     Regarding actual engineering as the back ground, two 1/8 scale large span two storied Vierendeel truss transfer structure models were tested.
     以实际工程为背景,设计了两榀1/8缩尺的大跨度叠层空腹桁架转换结构模型。
短句来源
     Static Behaviors Analysis of Laminated Vierendeel Truss Used as Structure Transformation Story
     迭层空腹桁架转换层结构的静力性能分析
短句来源
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  “vierendeel truss”译为未确定词的双语例句
     Mode Analysis of Reinforced Concrete Staggered Vierendeel Truss
     钢筋混凝土交错桁架结构的模态分析
短句来源
     Design of Prestressed Laminated Vierendeel Truss Transfer Structure of the Main Building in Heilongjiang College of Construction
     黑龙江建筑职业技术学院主楼预应力叠层空腹刚架转换结构设计
短句来源
     APPROXIMANTE CALCULATION OF THE DEFORMATION AND INTERNAL FORCE OF VIERENDEEL TRUSS UNDER HORIZONTAL LOAD
     空腹梁框架在水平力作用下变形及内力的近似计算
短句来源
     The column's effective length of steel staggered truss systems was studied based on the assumption of rigid diaphragm of floor including vierendeel truss and composite truss arrangement.
     本文在已有研究的基础上假定楼板为平面内无限刚性考虑同层中桁架层对敞开层柱子的支持作用,对空腹式和混合式两种交错桁架体系进行柱子计算长度系数研究。
短句来源
     The linear modes of spatial reinforced concrete staggered vierendeel truss are analyzed by finite element software.
     利用有限元分析软件,对空间钢筋混凝土交错空腹桁架结构进行线性模态分析.
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  相似匹配句对
     Vierendeel-Truss and Combined Vierendeel-Truss
     空腹桁架与组合空腹桁架
短句来源
     Design of Cantilevered Vierendeel Truss of A Library
     大跨度悬挑结构的设计与试验
短句来源
     On Truss Model of WebGIS
     WebGIS构架模式探讨
短句来源
     Plane truss element
     平面桁架单元
短句来源
     Research on the design of vierendeel steel girder
     空腹钢梁设计方法研究
短句来源
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  vierendeel truss
The strength of the Vierendeel truss is in its connections, which are robust and strong.
      
The piers/pylons are constructed from two legs connected at several points to form a vertical Vierendeel truss.
      
The engineers who designed the WTC towers used a Vierendeel truss system for the perimeter tube so that diagonals would not cut across the windows.
      
A description of a moment frame, also known as a Vierendeel truss, follows.
      


Chien Linse and Hu Haichang presented a distributive method of control for analysing the vierendeel truss of un-paralleI chords. For the vierendeel truss of parallel chords, this method, the so called no shear moment distribution method, is applicable only to the case of symmetry of rigidity. This paper makes use of the no shear moment distribution method to calculate accurately the tall frames and the coupled shear walls, The advantages of using this method are: 1) the rigidity may be symmetric...

Chien Linse and Hu Haichang presented a distributive method of control for analysing the vierendeel truss of un-paralleI chords. For the vierendeel truss of parallel chords, this method, the so called no shear moment distribution method, is applicable only to the case of symmetry of rigidity. This paper makes use of the no shear moment distribution method to calculate accurately the tall frames and the coupled shear walls, The advantages of using this method are: 1) the rigidity may be symmetric or not; 2) the cross sections of columns any. storey may be equal or not; and 3) the height of each storey may be the same or not. As to the multi-bay and multistorey frames and shear walls they may be treated according to the principle of multiple or the method of average rigidity.

我国钱令希、胡海昌[2]曾提出分析非平行弦空腹桁架的调整分配法,当空腹桁架为平行弦时称为无剪力分配法,但仅限于刚度对称的情况。本文将无剪力分配法用于高层刚架及互联剪力墙的计算,不论其刚度是否对称,也不论各层柱的截面是否一样,以及层高是否相等,都可作精确分析。对于多跨多层刚架及互联剪力墙,则可按倍数原理或者平均刚度法进行处理。

The lower chord of a vierendeel truss, when loaded, is subjected to the combined action of prestressed compression, large axial tension, moment and shear. The analysis of the test results of the lower chords of 7 vierendeel trusses and 16 beams under combined tension, moment and shear shows that the calculation of shear strength of eccentrical tension members by the formula of the flexure members of current code TJ 10-74 is not suitable and the calculated results are not safe.On the basis of these...

The lower chord of a vierendeel truss, when loaded, is subjected to the combined action of prestressed compression, large axial tension, moment and shear. The analysis of the test results of the lower chords of 7 vierendeel trusses and 16 beams under combined tension, moment and shear shows that the calculation of shear strength of eccentrical tension members by the formula of the flexure members of current code TJ 10-74 is not suitable and the calculated results are not safe.On the basis of these experimental data, the practical formula for calculation of shear strength of the lower chord of the truss is derived, the influence of prestressed compression and longitudinal tension are being taken into account. The calculated results are in good agreement with the test results.

空腹屋架下弦处于预压力、强大的轴拉力、弯矩和剪力共同作用下工作。本文经过7榀空腹屋架下弦和16根小梁的拉、弯、剪试验分析说明,用我国钢筋混凝土结构设计规范TJ 10-74中受弯构件的抗剪强度计算公式计算偏拉构件的抗剪强度是不合适的,而且偏于不安全。在分析这些试验资料的基础上,提出了一个考虑预压力和纵向拉力影响的屋架下弦抗剪强度实用计算方法,计算结果与试验结果符合较好。

Two kinds of vierendeel-Truss with parallel chords are analysed in this paper. One is the conventional Vierendeel-Truss and the other is that of having some panels with d-iagonal members. The methods of analysis are using the 《Moment-Distrubution-with-Slope-and-Deflections》 . The solutions are exactly.

本文对平行弦等刚度的空腹桁架应用“无剪力分配法”作了简要的分析介绍,进而对目前建筑结构中所常用的“组合空腹桁架”作了内力分析的探讨。本文中举有实例,其解答为精确解。

 
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