提出了在砖混结构设计中，其上部结构梁端支承处砌体局部受压常被忽视的问题，即梁端、梁下垫块的设置问题。 The negligible problems of local pressure in the supporting position of beams in upper structure are proposed for brick masonry structure design.
长期以来，在四周有梁支承的双向板中均采用双向均匀布筋方式。 Over years long period, an uniform distribution of reinforcements method has been adopted widely for the construction of a2-way floor slab supported on 4-side.
用有限单元法分析了双层弹性支承梁的静力响应。 A finite element method is applied to analyze the static response of structure of two-layered beam resting on elastic supports.
该方法采用的计算模型将钢轨接头看作半无限长连续弹性点支承梁用弹性铰连接的结构。 The adopted model is a structure in which the rail joint is considered to be two semiinfinite long beams, on discrete elastic supports, joined with an elastic hinge.
屋面两坡的下方，檐口的连系梁支承在平顶搁栅之上。 At the lower end of each roof slope, eaves purlins are provided over the ceiling joists.
设计人员可直接利用公式对支承梁进行设计计算。 Calculation formula for supporting beam (either single or double beam) are deducted and put forward for the purpose of easy use to designer.
现行钢结构设计规范（GB50017-2003）规定梁的支承加劲肋计算长度取腹板高度。 Effective length of bearing stiffeners of steel girders has been taken as the web depth in the current Code for design of steel structures (GB50017-2003).
结果表明，所提出的弹性支承连续梁法计算值，与空间有限元分析理论值及荷载试验测试值吻合得较好。 The result indicated that the theoretical calculating result of elastically supported continuous beam method is accordant with the result of experimental test and the finite element method.
应用本文方法，可以求解各种边界条件下的阶梯梁及带集中质量和弹性支承梁的横向振动固有频率。 This method is suitbale for various non uniform beams with different constraints at their ends such as stepped beams, continuous variable beams, and beams with elastic bears or concentrated masses.
第一部分包括第二章和第三章，提出并研究了弹性支承交叉梁系模型的静力解，并探讨其应用。 The first part, which includes Chapter 2 and Chapter 3, proposes and studies the static force solution of the model for grillage girder by elastic supporting, some applications are discuss.
单向板楼盖设计中主梁对次梁的支承约束及柱对主梁的约束一般按铰支处理，这种处理方法导致设计结果出现较大偏差。 It usually gets more deviation results in design that it depends on pinning supporting instead of supporting between the major-beam and the minor-beam.
为阐明这一特点，设梁的支承之一为销轴支承，其他均为辊轴支承。 In order to represent this behaviour, we can consider one of the supports to be a pin support and all the others to be roller supports.
指出减小支承梁和弹性系统的驱动和敏感方向的耦合刚度系数可大大减小由加工带来的正交误差。 Conclude that the cross-axis coupling coefficients of stiffness between drive and sense direction should be as small as possible to reduce the quadrature error.
本文作者通过分析，提出了梁端支承处设有混凝土刚性垫块时砌体局部受压承载力计算的改进方法，可供设计时参考。 An improved calculation method on the local bearing compressive of end beam with rigid concrete cushion block is presented, which can provide reference for designer.
发展了斜梁桥的“广义弹性支承连续梁”理论，使大边梁桥梁的荷载横向分布计算简单明了，并以此分析正桥的荷载分布，得到了几点结论。 The theory of General Elastic Supported Continuous Beam in skew girder bridge is developed to analyze transverse load distribution of right bridge. Server conclusions are obtained.
应用此程序对刚性边梁支承下的单层柱面正交异型网壳在竖向地震作用下的动力响应进行计算，由B—R准则和网壳结构的动力位移响应曲线判断出网壳结构在此条件下的动力临界荷载值。 The dynamic response of the structure under seismic load is calculated by the program. The critical value is attained according to the rule of B-R and dynamic response of the structure.