Based on the generalized differential equation tor the deflection of beams, the functions of beams which can satisfy various boundary conditions under the application of various loads are derived.
本文从广义梁微分方程出发，推导出任意载荷作用下满足各种边界条件的梁函数。
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。
Basing on the elastic bending theory of beams in large deflection, the non-linear shearing behavior of cellular materials under large deformation is studied in the paper.
将梁的弹性大挠度弯曲理论应用于蜂窝壁板，研究了大变形条件下蜂窝材料的非线性剪切变形行为。
The method and calculating procedure of maximum deflection coefficients of grillage beams are demonstrated.
本文从基本公式推导开始，论述了井式梁跨中最大挠度系数的计算步骤和方法。
Whether the HRB400 steel bars reinforced concrete beams can be met the limit of the maximum crack width and the limit of deflection is discussed.
讨论了正常使用极限状态下，HRB400级钢筋混凝土梁的裂缝宽度和挠度能否满足规范限值要求。
The deflection of each type of cantilever beams in the static mode keeps constant, which demonstratest.
另外，通过静态模式下的有限元计算，发现各种梁自由端的偏移量相同，表明它们的静态灵敏度与形状无关。
This paper presents a method to calculate the ultimate bearing capacity of externally prestressed RC beams based on deflection.
本文基于挠度的思想建立了体外预应力RC梁在极限状态下承载力的计算方法。
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
基于试验结果，拟合出了考虑各关键参数影响的火灾下两跨连续梁边支座反力与梁跨中变形的计算公式。
This paper deals with the load-deflection and load displacement curves of beams basedon the fatigue experiments of plated and unplated RC beams.
本文通过钢筋混凝土芯梁及粘贴钢板补强混凝土复合梁的疲劳试验，研究了它们在疲劳试验过程中载荷和加载线位移及跨中挠度的变化规律。
Some problems such as concrete cracking, bigger deflection of span and abandoned beams caused by construction quality have appeared in the completed prestressed concrete voided slab Bridges.
在已建设的众多预应力混凝土空心板桥梁中，存在出现混凝土裂缝、跨中挠度过大及因施工质量问题而造成废梁等问题。
Beginning with analyzing the slip, the slip effect impact the deflection and strain of steel-concrete beams are researched.
从分析滑移入手，研究滑移效应对普通组合梁的挠度及应变的影响。
Various continual beams are used in engineering. The calculation of bending deflection is always required in analyzing stiffness of the continual beams.
工程实际中，常采用各种形式的连续梁，对连续梁进行刚度分析时，需要计算其弯曲变形。
Based on the dynamical equation, the constitutive relation and the strain-displacement relation, the vibration equation of small deflection beams was derived.
基于动力学方程、本构关系和应变-位移关系建立了小变形粘弹性梁的振动方程。
Finally, the referencing formulas to calculate the rigidity and deflection of beams strengthen by gluing steel plates are proposed, and the calculating results cohere to the experimental results well.
最后，对粘钢加固的刚度和挠度计算提出了参考公式，且与试验结果吻合较好。
In order to study the stress and deflection calculation methods, the stress characteristics of castellated beams were obtained through overall and local stability analysis by ANSYS.
为了研究蜂窝梁应力和挠度的计算方法，应用有限元软件ANSYS对蜂窝梁进行了整体和局部分析，得出蜂窝梁的受力特点。
Large deformation problems of Euler beams are studied. An efficient integration formula for the deflection is deduced directly from the nonlinear differential equation.
对欧拉梁的大变形问题进行了深入研究，直接从欧拉梁的非线性挠曲线微分方程，推导出求解梁挠度的一种简便有效的积分表达式。
The present invention further relates to a method for producing a concentrically fanned, spatially structured bundle of light beams (422), using the optical deflection element (150) mentioned above.
此外，本申请还涉及一种使用所述光学偏转元件(150)产生同心发散的空间结构化光束(422)的方法。
Through the load-deflection curves analysis of the reinforcement beams, this article also derived a short-term stiffness formula for calculating.
通过对加固梁荷载—跨中挠度曲线的分析，推导出了加固梁的短期刚度计算公式。
Singular function method is introduced to derive the deflection equations of beams of variable cross section.
介绍了求变截面梁挠曲线方程的奇异函数法。
Predictive equations of deflection and S-N of beams in three kinds of environments based on the test results have been also presented.
本文还根据试验结果给出了三种环境下不同荷载循环次数时钢筋混凝土梁挠度的公式及s - N方程。
Calculating method for the long-term deflection of r. C. beams with cracking section, considering the nonlinear creep stress and shrinkage stress, is presented in the paper.
本文研究考虑非线性徐变和收缩时钢筋混凝土梁长期挠度计算方法。
Calculating method for the long-term deflection of r. C. beams with cracking section, considering the nonlinear creep stress and shrinkage stress, is presented in the paper.
本文研究考虑非线性徐变和收缩时钢筋混凝土梁长期挠度计算方法。
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