竖向荷载

  • 网络vertical load;vertical loading
竖向荷载竖向荷载
  1. 采用了限元分析软件ANSYS对斜桩在竖向荷载作用下的受力特性进行了数值模拟分析。

    Pile moment curve along the pile length that oblique pile of different inclination under vertical load , the deformation and bearing-behaviour bearing of oblique piles were studied .

  2. 采用ANSYS对竖向荷载作用下钢筋混凝土梁板体系中梁板的相互作用关系进行研究分析,通过调整梁板相对刚度α来分析梁的刚度对板弯矩的影响。

    By means of finite element analysis software ANSYS , the influence of beam-to-slab relative stiffness on the moment of the slab in RC floor system under the vertical load is mainly investigated .

  3. 竖向荷载对RC框架动力检测参数影响的试验研究

    An Experimental Research on Influences of Vertical Loads to Dynamical Testing Parameters of RC Frame Structure

  4. 利用大型软件ANSYS实体单元系统,分析了大跨度叠层空腹桁架转换结构在竖向荷载作用下楼板整体弯曲问题。

    For large-span laminated open-web trussed transfer structure , the whole bending properties of floor under vertical loading were studied using ANSYS , a commercial software .

  5. NTR肋梁结构体系与普通钢筋混凝土结构相比可以承受相对较高的竖向荷载,开裂荷载得到提高。

    Compared with ordinary reinforced concrete beam , the NTR structure can resist much higher vertical load and cracking load .

  6. 对CFG桩复合地基在水平和竖向荷载作用下桩、土的受力进行了分析。

    An analysis was made of the interaction between piles and soil of CFG pile composite foundation under actions of horizontal loads and vertical loads , and the functions of cushions were expatiated .

  7. 通过室内模型桩试验,分析了竖向荷载对CFG桩的水平位移、桩身弯矩的影响。

    By means of a series of model tests , the main objective of the paper is to investigate the influence of axial loads on the lateral deflection and bending moment of CFG piles .

  8. 利用大型有限元软件ANSYS,建立了桩土相互作用的三维有限元-接触面单元的非线性数值模型,对竖向荷载作用下的群桩与土的相互作用机理进行了分析与探讨。

    In this paper , using the large-scale finite element program ANSYS , a three-dimensional nonlinear numeric model of the finite element and the contact interface element with pile-soil interaction is established . The mechanisms of pile groups-soil interaction under vertical loads are analyzed and probed .

  9. 本文介绍了上海东方明珠国际会议中心50m直径单层球网壳结构在竖向荷载及模拟风载作用下的1∶10缩尺模型试验。

    The 1 ∶ 10 scale model of the overall 50m diameter single layer spherical dome of Shanghai International Convention Center has been tested in the stages of vertical combined loading and equivalent wind loading conditions respectively .

  10. 通过ETABS这种商用软件,对巨型框架考虑施工过程在竖向荷载作用下的内力和变形进行了分析,提出了高层巨型框架模拟施工过程的分析方法。

    It analyzes inner force and deformation of large frame under vertical load in construction through ETABS , and puts forward analytic method for construction course of high - large frame .

  11. 主要的工作与创新成果如下:(1)基于地基中圆形竖向荷载下的Mindlin附加应力,提出了考虑应力扩散效应的虚土桩法。

    The main finished work and innovative achievements of this article are listed as following : ( 1 ) A fictitious soil pile method was proposed to consider the effect of stress dispersion based on the Mindlin additional stress distribution under the circular vertical loading on the foundation .

  12. 以Geddes弹性应力解为基础,充分考虑土的空间应力分布,根据土的Duncan-Chang非线性应力-应变模型,通过弹性理论基本方法计算竖向荷载作用下人工挖孔桩的单桩沉降。

    Based on Geddes stress solution and considering space dimensional stress of soil , according to the nonlinear elastoplastic model of Duncan-Chang , base on the flexible theories basic method , it can calculate the settlement of single Manpower Excavation Pile with enlarge bases under vertical loads .

  13. 连续框支墙梁竖向荷载作用下正载面抗弯承载力分析

    Study on calculation for frame-supported continuous masonry wall under vertical load

  14. 竖向荷载作用下的无洞口连续墙梁的有限元分析

    Finite element analysis of no-hole continuous wall-beams subjected to vertical loading

  15. 竖向荷载作用下冷弯薄壁型钢墙架柱的承载力

    Bearing Capacity of Cold-Formed Thin-Walled Steel Wall Stud Under Vertical Load

  16. 竖向荷载作用下粘弹性地基的单桩沉降

    Displacement of Single - Pile in Viscoelastic Foundation under Axial Load

  17. 竖向荷载和不平衡弯矩共同作用下板柱节点的设计

    Design of slab-column connections under combined vertical force and unbalanced moment

  18. 竖向荷载作用下斜桩的承载变形性状研究

    Study on Bearing Deformation Behaviour of Oblique Piles under Vertical Load

  19. 摩擦元件承受结构的竖向荷载。

    The frictional elements bear the vertical load of the structure .

  20. 竖向荷载作用下单桩荷载-沉降曲线及土参数研究

    Load-settlement curve for single pile under vertical load and soil parameters

  21. 竖向荷载下桩基础弹性分析的改进计算方法

    An improved elastic analysis method of pile foundation under vertical loading

  22. 竖向荷载下交错桁架体系桁架经济性研究

    Study on economical efficiency of the staggered-truss system under vertical load

  23. 顶部竖向荷载作用下单跨高层框架结构的稳定分析

    Stability analysis for an one-bay multistory framework under normal top load

  24. 承受竖向荷载桩基的负摩阻力特性研究

    Studies on Characteristics of Negative Skin Friction of Vertical Loaded Pile

  25. 竖向荷载作用下群桩基础沉降的时效分析

    Research on Group Pile Settlement under Vertical Load Considering Time Effect

  26. 新型复合墙体在竖向荷载作用下的简化计算模型

    Simplified calculation model under monotone vertical loading of the new multi-wall

  27. 竖向荷载作用于半无限体内部时的粘弹性解

    Viscoelastic Solutions of Semi-infinite Solid Subjected to Vertical Distribution Load

  28. 受竖向荷载作用的无梁楼板内力有限元分析

    Finite Element Analysis of the Column-slab Structure Under Vertical Loads

  29. 竖向荷载作用下桩基础承载性状研究

    The Study of the Stress and Deformation Characteristics for Vertical Loading Piles

  30. 竖向荷载作用下高层框架的一种新的计算方法

    A New Calculation Method for High-Rise Frames Subjected to Arbitrary Vertical Loads