The results show that the ability of beam load of RFQ accelerator is raised with this method.
初步结果表明：采用这一方法可有效提高RF Q加速装置的载束能力。
This paper analyses the beam load and deflection and also proposes the calculating method to work out the technology parameter.
通过对主梁的受力、挠度进行分析，为制订预应力张拉修复桥式起重机主梁下挠工艺参数提供了设计计算方法。
The OBBA series single ended bending beam load cell is designed for tension or compression loading applications including hopper scale and conveyor weighing.
OBBA系列单端弯曲梁式称重传感器是专为拉伸或压缩装载应用而设计，包括漏斗称重或输送称重。
The finite element method, instead of the usual Arch-Beam Load Distribution method, is applied to the structural analysis in the shape optimization of arch-dam.
采用有限元方法，而不是通常的拱梁负荷分配方法，适用于坝拱的形状优化的结构分析。
According to fatigue damage accumulation theory, test load of verified fatigue test on rail across beam and welded connections with integral joint of combined steel truss bridge was gotten.
依据疲劳损伤累积理论，确定了公轨两用钢桁桥轨道横梁与整体节点连接头验证性疲劳试验的试验荷载。
This paper describes general structure design and structure load test of girder type railway bridge erecting machine with single simple supported beam and overhead transversely travelling trolley.
本文介绍我国一种新型单梁简支空中横移梁式铁路架桥机的总体结构设计及其结构荷载试验。
This is achieved by using a unique multi beam technology, demonstrated in figure 2, which reduces the power density, minimizes the thermal load, and reduces the kerf width in the wafer.
这是采用独特的多光束技术实现的，图2显示了其工作原理，降低了功率密度，减小了热负载，缩小了刻线宽度。
The article have expounded the load acting on PC single track beam, and the calculation of curved PC single track beam including force, prestress and the stress etc.
阐述了作用于PC轨道梁桥结构上的荷载，曲线pc轨道梁的内力计算，预应力计算，应力计算及组合。
Plastic theory is applied to analyse the corner supported single rectangular non beam slab with concentrated load in this paper.
应用塑性理论对集中荷载作用下的点支承单格无梁板作分析。
In a leader, installed in the upper crossbeam gabion stone kg, plus kg load under the action of external load, while the central beam bending deformation, but the wire cage has not broken beam.
在一组长，内装公斤块石的铅丝笼横梁上部，加上公斤的荷重，在外荷作用下，梁的中部虽然发生弯曲变形，但铅丝笼梁却始终未断裂破坏。
Beam and slab of RC floor system, which bear vertical load directly, act on each other and work together.
钢筋混凝土梁板体系中梁与楼板作为直接承担竖向荷载的构件，彼此之间相互作用，共同工作。
Through a large amount of calculation, the stress distribution Pattern of beam axle is obtained for some main load cases.
通过大量计算，对应于几种主要的载荷工况，得到了车桥横梁的应力分布规律。
Based on the theory of the bending of non-prismatic beam, the paper has derived a rigidity matrix and the equivalent node load of the rigid-frame element with variable sections.
本文从非棱柱形梁的弯曲理论出发，推导出了变截面刚架元的单元刚度矩阵和等效结点载荷。
The storage modulus of the hybrid composites under high load approximately conforms to the Composite Beam Theory.
高载荷下混杂复合材料的储能模量仍较好地符合“复合梁理论”。
Through this method, various kinds of complicated loads on the beam can be expressed by one load concentration function.
用该方法，可将作用在梁上的各种载荷用一个载荷集度函数表示。
Through the test of model beam, we build the relationship between characteristics of vibration with attached load and its damaged mode.
通过模型梁试验，建立起简支梁在附加荷载作用下振动特性与破损模态之间的关系。
We consider each sleeper as an abutment of opposite forces, rails on horizontal sleepers as a mock dispersed elastic ground beam model and trains as moving load on beams.
将每根枕木考虑成一个支座反力，将横向枕木支承的钢轨模拟成离散的弹性地基梁模型，将列车考虑成一个作用在梁上的移动荷载。
Internal force of curve beam under uniform load is analyzed in this paper, and simplified method of computing moment is given.
本文分析并推求了均布荷载下平面弧形梁的弯矩、扭矩计算公式，并提出弯矩的简化计算方法。
Stresses in beam and critical load of column with cubic constitutive equation is solved. The stresses and stability behavior of columns is discussed.
本文分析求解了具有三阶本构关系材料梁的应力和柱的临界载荷，并对其应力特性和稳定特性作了探讨。
The type of load cell that is being presented is basically similar to a bending beam type.
该类型的称重传感器是正提交基本上是类似的弯曲梁式。
Stress and strain of elastic beam under inertial load was analyzed, and modal analysis of elastic structure was figured out.
分析了在惯性载荷作用下的弹性梁的应力及应变，并对弹性结构进行了模态分析。
The full stress design of a cantilever beam under a combined load is discussed.
讨论了悬臂梁在联合载荷作用下满应力截面设计问题。
The flexure portion 18 projects beyond a distal apex of the load beam spring element portion 12.
弯曲部分的18个项目超出负载的梁弹簧元的部分12个远端的顶峰。
The exact state equation solution of mechanical electric coupling for a simply supported beam subject to uniform distribution of load is given.
在此基础上，给出了两端简支压电梁机电耦合作用在均布载荷下的精确状态方程解。
Through beam structure finite unit dynamic analysis and experiment of RC model beam, we build the relationship between beam bridge attached load vibration characteristics and damaged model.
利用杆件结构有限元动力分析计算，并通过模型梁试验，建立起简支梁在附加荷载作用下振动特性与破损模态之间的关系。
Under design load, beam models have good compression capability. Rational design can control stress, strain and crack availably.
在设计荷载作用下模型梁具有良好的受力性能，通过合理的设计能有效地控制结构的变形、应力和裂缝。
The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube.
超高层筒体结构近似悬臂梁弯曲受力构件，在动力作用下，外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
An experimental study of the nonlinear dynamic response of a clamped sliding buckled beam under a harmonic axial load is presented.
对一端固定、一端滑动、受轴向简谐激励的屈曲梁的非线性动力学行为进行了实验研究。
An experimental study of the nonlinear dynamic response of a clamped sliding buckled beam under a harmonic axial load is presented.
对一端固定、一端滑动、受轴向简谐激励的屈曲梁的非线性动力学行为进行了实验研究。
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