uniformly distributed load

英 [ˈjuːnɪfɔːmli dɪˈstrɪbjuːtɪd ləʊd] 美 [ˈjunəˌfɔrmli dɪˈstrɪbjuːtɪd loʊd]

(船舶等)均匀分布装载

机械



双语例句

  1. Approximation to Deal with Tension State Equation of Uniformly Distributed Load Overhead Transmission Lines
    均布荷载架空线路应力状态方程的近似处理
  2. Analysis to Large Deflections of Elastic Cantilever Beam with Constraint under Uniformly Distributed Load
    均布载荷下变形受约束悬臂梁弹性大变形分析
  3. A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.
    建立了分析均布载荷作用下受约束悬臂梁的弹性大变形三阶段模型。
  4. Impact Factor Analysis of Spring-Supported Beam Traversed By Uniformly Distributed Load
    匀速移动均布荷载作用下弹性支座简支梁冲击系数研究
  5. Based on the elastic and plastic analysis, the crack load and ultimate load of cast-in-place RC hollow flat slab subjected to vertical uniformly distributed load are given.
    目的分析竖向均布荷载作用下的现浇钢筋混凝土空心无梁楼盖的受力性能,计算其开裂荷载和极限荷载。
  6. There are four load cases in the analysis: ( 1) uniformly distributed load on the top flange;
    分析时考虑下列四种荷载工况:①均布荷载作用于组合梁上翼缘;
  7. Plastic analysis of RC arbitrary triangular plate under uniformly distributed load
    钢筋混凝土任意三角形板在均布荷载作用下的塑性分析
  8. The analytic expressions of deflection and displacement of the beams for various boundary conditions were obtained under combined electric field and uniformly distributed load.
    并求得在电场和均布力联合作用下各种边界条件梁的挠度和位移解析表达式。
  9. Analysis of displacements of transversely isotropic foundation under level strip uniformly distributed load
    水平条形均布荷载下横观各向同性弹性地基的位移分析
  10. Bending of Thick Rectangular Plates with Three Simply Supported and One Fixed Edges under Uniformly Distributed Load
    均布载荷作用下三边简支一边固定厚矩形板的弯曲
  11. The Bending of Thick Rectangular Plates under Uniformly Distributed Load
    均布载荷作用下厚矩形板的弯曲
  12. The present article researches the problems of the lateral instability of cantilever rectangular plates under a concentrated force or a uniformly distributed load respectively.
    本文研究了悬臂矩形板受均布载荷或集中载荷作用时的侧屈问题。
  13. The Exact Solution of the Simple Beam under Uniformly Distributed Load
    简支梁受均布载荷作用时的精确解
  14. Analytic Method of Mechanical Performance of Plane Cable Net Under Uniformly Distributed Load
    均布荷载下平面柔索幕墙受力性能的解析方法
  15. Firstly the method of Rayleigh-Ritz and Galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically, and the results were compared with that offered by Kirby, P.
    本文分别采用了Rayleigh-Ritz法和Galerkin法从理论上分析了反对称端弯矩及横向均布载共同作用下梁的等效弯矩系数,并与Kirby,P。
  16. In this paper the behavior, failure models and ultimate bearing capacity of the two-span continuous wall-beams under the uniformly distributed load is presented.
    本文论述了两跨连续墙梁在均布竖向荷载作用下的受力特性、破坏特征和承载能力。
  17. Uniformly distributed load along a line of infinite length;
    均布荷载作用在一无限长的直线上;
  18. Based on the fundamental theory of warping torsion on spot-welded thin-walled box section beam, the characteristic of torsion distortion for a beam with concentrated load on the middle and with uniformly distributed load along the beam are studied.
    基于点焊薄壁构件翘曲扭转理论,分析和研究点焊双帽箱型横截面薄壁构件中部有集中载荷和整个构件长度上有均匀分布载荷作用时的扭转变形特性。
  19. In addition, The nonlinear bending is also analyzed of circular sandwich plates subjected to uniformly distributed moment and the combination of axisymmetric uniformly distributed load and uniformly distributed moment.
    此外,论文还分析了夹层圆板在均布边弯矩及均布边弯矩与均布横向荷载组合作用下的非线性弯曲问题。
  20. As for simply supported circular plates under linear and uniformly distributed load, This paper calculate the plastic limit load by applying unified strength theory ( UST).
    对于线性和均布荷载共同作用下的简支圆板,本文采用统一强度理论对其进行了塑性极限分析。
  21. By taking a simply supported composite beam under uniformly distributed load as an example, the redistribution of longitudinal shear force, induced by the plastic deformation of flexible connectors such as studs, was investigated.
    以受均布荷载作用的简支组合梁为对象,研究了栓钉等柔性连接件塑性变形引起的纵向剪力重分布。
  22. As an example, a specific problem that the uniformly distributed load acts on the overhanging section of rectangular overhanging plates is solved, and the solution to it is compared with the result of finite element method.
    作为算例,具体求解了外伸部分作用均布载荷的矩形外伸板,并与有限元结果进行了比较。
  23. A new method to determine stress-intensity was proposed, which applied release rate of non-spontaneous extending energy to solving stress-intensity factors of center cracks in section I-beam under the uniformly distributed load.
    利用裂纹非自发扩展能量释放率得到一个求解均布载荷作用下工字型截面梁中心裂纹应力强度因子的一个新方法。
  24. This paper carried out nonlinear finite element analysis of Reinforced concrete two-way thin-slab of frame construction, which received uniformly distributed load and four sides supported with spring beam in the normal stage.
    本文对正常使用状态下,框架结构中承受均布荷载的,周边为弹性支撑梁的钢筋混凝土双向薄板进行了非线性有限元分析。
  25. The utmost load and the collapse mechanism are determined by observing the deformations, the cracks and the strain of the hollow slab subjected to vertical uniformly distributed load.
    通过观测竖向均布荷载作用下空心楼盖的变形、裂缝和应变,得到了楼盖的极限承载力和破坏机构。
  26. And for uniformly distributed load under biaxial symmetry, such as cross-section dual-span continuous beam lateral torsional buckling problem give high-precision numerical solution, by calculating the return of a substantial and reliable formula for calculating the critical buckling moment.
    然后针对均布荷载作用下双轴对称截面双等跨连续梁的侧扭屈曲问题给出高精度数值解,通过大量计算回归出一个可靠的临界屈曲弯矩计算公式。
  27. This paper applied reciprocal method of work to solve deflection curve equation of deep beams of the rectangular cross section under uniformly distributed load and concentrated load with different boundary conditions. This paper analyzed the results from the calculating examples.
    应用功的互等法求解均布荷载和集中荷载单独作用下不同边界条件的矩形截面深梁的挠曲线方程,并在算例之后,进行了结果分析。
  28. Establish the dynamics equation under the function of moving load and uniformly distributed load, Before and after installation TMD system of the simply supported beam, use the superposition method to solve get the Mode of vibration amplitude function in the1/ 2of simply supported beam.
    建立了附加梁式TMD系统简支梁在移动荷载和分布荷载激励作用下的动力学方程,通过振型叠加法得到简支梁跨中1/2处的振型幅值函数。