斜梁

  • 网络Inclined beam;oblique beam
斜梁斜梁
  1. 此外,作者还对变截面门式刚架的斜梁进行优化设计,简化了门式刚架的设计工作。

    Moreover , the author has set forth and optimized designs for inclined beam of non-uniform portal frames .

  2. 变截面门式刚架斜梁的优化设计

    Optimal Design for Inclined Beam of Non uniform Portal Frame

  3. 钢筋混凝土柱-H型钢斜梁结构具有防火、防腐性能好,造价低廉,充分利用混凝土柱抗压性能好和H型钢斜梁自重轻等优点,成为实际工程中广泛应用的一种结构类型。

    The reinforced concrete column-H section beam structure is one kind of structures which has widespread application in actual projects . This structure has good performance in fire protection , anticorrosion and the construction cost is low .

  4. 台州体育场看台18m悬挑斜梁预应力工程施工技术体育场看台施工中的抗裂防渗技术

    Construction Technique of Prestressed Engineering for 18m Inclined Girder in Stand Structure of Taizhou Stadium

  5. 理论计算结果表明,V型电热硅微致动器固有频率是随硅梁宽度的增加而线性增大,随斜梁长度增加而非线性减小,随斜梁倾角增加而非线性增大。

    Theoretical calculation results indicate that the natural frequency is proportional to the width of silicon beam , increased nonlinearly with the rake angle of oblique beam , and reduced nonlinearly with the length of silicon beam .

  6. 斜梁结构由于斜支承的存在,导致弯曲和扭转发生耦合效应,采用样条子域法对多根斜梁(含有横梁)进行分析,并采用ANSYS验证程序的正确性,从而体现样条子域法的优越性。

    Due to the skew support , skew girder structures will be coupled in bend and torsion . We adopt spline subdomain method analyzing skew girder group and validating the inerrancy with Ansys , thereby it embodies the superiority of the spline subdomain method .

  7. 国家体育场工程混凝土看台斜梁施工技术

    Construction Technology of Concrete Stand Inclined Beams in National Stadium Project

  8. 斜梁在热作用下的动力特性

    Research of Dynamic Characteristics of Inclined Beams Under Thermal Effects

  9. 变截面Y形柱与悬挑大斜梁施工技术

    Construction Technology of Y-shape Viable Cross-section Columns and Large Oblique Suspended Beams

  10. 在正弯梁桥预应力引起的内力与次内力研究的基础上,导出了预应力在斜梁中的内力及等效荷载表达式;

    Equivalent loading and internal force caused by prestressing is firstly derived .

  11. 45°型钢混凝土斜梁的理论分析和试验研究

    Theoretical Analysis and Experiment of 45 ° SRC Skew Beam

  12. 大空间双曲线斜梁的定位和施工

    Positioning and Construction of Large Space Hyperbolic Oblique Beam

  13. 大型火力发电厂斜梁式卸煤沟构造研究

    Detailing of coal unloading chute with skew beam of large thermal power plant

  14. 局部火灾下门式钢刚架斜梁温度分布试验研究

    Research on sloped beam of steel portal frame about temperature distributing under local fire

  15. 样条子域法在斜梁中的应用

    Spline subdomain method applied in the skew girder

  16. 体育场特大斜梁工程的高、大模板施工技术

    Construction Technology of High and Large Formwork for Stadium with Extra Large Oblique Beam

  17. 单梁式简支斜梁桥的斜梁内力分析

    Analysis on Internal Foreces in Oblique Beam of Single-beam and Simple Strut Oblique Bridge

  18. 混凝土柱顶上钢斜梁拱的设计与施工问题

    The problems of design and construction of steel inclined arch supported on concrete columns

  19. 斜梁桥力学特性分析

    Mechanics Characteristics Analysis of Skew Girder Bridge

  20. 斜梁式浅埋箱形卸煤沟模型试验研究及简化计算

    The Experimental Study on Coal Unloading Chut with Skew Beam and Its Practical Calculation Method

  21. 公司拥有“七仙女”织品加工户上百余家,古老脚踏木制斜梁机千余台。

    The company owes more than one hundred home-made factories , over one thousand old looms .

  22. 钢筋混凝土框架的屋面斜梁在结构分析中的合理实现

    The Reasonable Realization of the Roofing Cant Beam of the Frame of Reinforced Concrete in Structural Analysis

  23. 在工程结构设计时,屋面斜梁如何处理是避免结构安全隐患的重要问题。

    In project structural design , how to handle the roofing cant beam is an essential question of keeping away from potential security problems .

  24. 导出斜梁所受模糊外载、模糊内力和模糊挠度之间的基本模糊关系。

    The basic fuzzy relations among fuzzy external load , fuzzy internal force and fuzzy deflection are derived when inclined beams are bent in vertical direction .

  25. 武汉体育中心体育场工程由56根变截面Y形柱、悬挑大斜梁形成整体框架结构。

    The structure of Wuhan Sports Center is a integral frame structure which is composed of 56 Y-shape viable cross-section columns and large oblique suspended beams .

  26. 本文介绍Y形柱、悬挑大斜梁施工难点、试验、检测等施工技术。

    In this article , authors introduce some construction problems of Y-shape columns and large oblique suspended beams and such construction technologies as test and detection etc. .

  27. 由关键块的分析和数值模拟结果,确定了综放沿空小断面留巷的断面形状,给出了斜梁的合理支护设计。

    The entry section shape and the reasonable design of inclined beam were determined according to the analysis of key blocks and the results of numerical simulation .

  28. M型保持架斜梁部位的斜面内存在这样的点,用斜梁部位作引导部位较合理。

    Such point existing in the inclined plane of M type cage inclined beam place , it is more reasonable to use the inclined beam place as land riding place .

  29. 国家体育场看台斜梁属于锯齿形超长悬挑构件,截面尺寸大、精度要求高、施工难度大。

    The stand inclined beams of National Stadium , a kind of super-long zigzag cantilever member , have some characteristics which are large section size , great precision and difficult construction .

  30. 通过对门式刚架的整体稳定分析,研究了刚架的高跨比、斜梁坡度对结构的稳定和计算长度系数的影响。

    Through over-all stability analysis , the influence of height-span ratio , rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper .