本文还进一步讨论了梁截面形状对传热性能的影响。
This paper has also discussed the influence of section shape of steel beam on the heating transfer.
编制了钢筋混凝土梁截面弯矩-曲率关系计算程序。
A computer program to calculate the moment-curvature relationship of reinforced concrete beam section is compiled.
由于板跨较大，竖向荷载使梁截面承受的扭矩较大。
Due to the large span of the floor slab, the moment torsion of the beam, under the vertical load, is obvious.
梁截面宽度、高度和楼板都对试件的承载力有影响。
The width and height of the beam section and the slab have positive effect on the ultimate strength of the joints.
通过某车型门槛梁截面的算例验证了该方法的有效性与实用性。
Based on ant colony optimization algorithm, the relevant mathematical models and corresponding programs were established.
本文还对钢-混凝土组合梁截面的延性及其影响因素进行了讨论。
Discussion, in addition, is conducted on the ductility of cross section and the influence factors on it.
主梁截面面积变异对斜拉桥跨中挠度和尾索索力具有显著的影响。
The variation of sectional area of girders has influence to the deflection of cable-stayed Bridges at the middle of span and forces of cables anchored at the end of side span.
构件预应力局部影响区与混凝土弹性模量，梁截面尺寸等因素有关。
The part influencing area of prestressing force is related to such factors as concretes elastic ratio, beams sectional dimension and so on.
对该条件的公式进行了推导；分析了破坏时梁截面的应力应变情况。
Analysis is introduced about the supplementary condition from deducing formula and the stress-strain change of beam's section when it is destroyed.
特别是木材的细节部分，例如工人在梁截面部分解决了斜搭接的问题。
Timber details such as scarf joint were resolved with the builder to be applied in the beam section.
采用有限元法求解梁截面导热偏微分方程，应用pde工具箱得到数值解。
The partial differential equation (PDE) for heat conduction was solved with the finite element method and the PDE toolbox was adopted to obtain the numerical simulation.
该方法综合考虑了环梁环筋和箍筋的相互功能及框架梁、环梁截面尺寸的影响。
The interaction that this method considered muscle of link bridge annulus and band muscle integratedly and frame bridge, link bridge is sectional the influence of dimension .
建立钢-混凝土双面组合梁截面弹性极限和塑性极限承载能力的简化计算方法。
The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.
根据单箱单室箱梁截面的变形，设计位移参数，导出横截面横向、竖向畸变角的变位模式。
According to the deformation of single cell box girder cross-section, the displacement parameters were designed, and the displacement modes of cross-section distortion angles were deduced.
根据两类极限状态的基本要求，建立了预应力混凝土梁截面设计的控制方程，提出了直接设计方法。
Based on the demands of two limit states, the design control equations of cross section for prestressed concrete beam are derived and the direct design method is presented.
结果表明：增大环梁截面、提高环梁的配筋率和增加抗剪环数量能不同程度的提高环梁节点承载能力。
We have designed four joint, JD-1 is designed for the comparison, and the others consider the cross-section size, reinforcement and the shear ring number.
该法可以对在弯矩、剪力和轴力共同作用下的钢筋混凝土梁截面进行较为准确的荷载-变形反应全过程分析。
This method can be used to analyze accurately the complete load-deformation response of RC beams loaded in combined shear, moment, and axial load.
建立了钢筋混凝土梁截面抗弯刚度全过程分析的力学模型，在理论分析的基础上编制了相应的数值计算程序。
The mechanics model of whole process of reinforced concrete beam section flexural rigidity is founded, based on the theoretical analysis the corresponding numerical calculation program is developed.
运用数理统计学的误差传递公式，推导出了组合梁截面抗弯承载力统计参数的计算公式（以第一类截面为例）。
Take the first cross section as an example, and the calculation formula of flexural capacity of composite beams is obtained by using the error transfer formula of mathematical statistics.
基于二次受力迭合梁斜截面受力性能和钢纤维混凝土材料特性，分析了钢纤维混凝土迭合梁截面的剪应力分布规律。
Based on the double stress of steel fiber reinforced concrete (SFRC) composite beams and their material performance, a law of shear stress redistribution in SFRC composite beams is studied.
在以往的钢筋混凝土梁截面非线性分析中，对于剪跨比较大时通常的做法是不考虑剪力的影响，这种简化方法所带来的误差不大。
The effect of shear on the nonlinear sectional analysis is often ignored when the shear span ratio is large, it is believed to be appropriate as it brings little error.
但风洞试验仍然具有着不可替代的作用，因此，如将数值模拟方法和风洞试验相结合，对桥梁主梁截面的颤振稳定性的评估将更为准确。
Although, wind tunnel tests can't be replaced, it is reasonable to combine the numerical approaches with wind tunnel tests to evaluate the flutter stability of bridge sections.
本文在总结前人工作的基础上，对结合梁斜拉桥中在轴力和弯矩共同作用下的钢—混凝土组合梁截面受力状态和混凝土桥面板有效宽度进行研究。
This paper deals with the mechanical behaviors of steel-concrete composite beam and effective width of concrete slab on the axial force and the bending moment together function, based on the past job.
最后，基于T梁截面优化工作的基础上，给出了T梁截面设计的建议，所得结论可以作为结构设计工程师进行截面设计的参考，具有实际工程意义。
At last, design suggests for T-cross beam were presented based on the optimization analysis. The conclusion from the paper can be the reference for the construct designers in the real design projects.
对预应力加固梁的正截面及斜截面承载力提出了新的并与规范体系相协调的计算方法。
Thenew method for calculating bearing capacity of beams strengthened by prestressing method are out for-ward and it is coordinated with the code system.
梁板结构截面的剪力滞问题是一个比较复杂的问题。
The question of spear lag of beam plated construction is very complicated.
梁板结构截面的剪力滞问题是一个比较复杂的问题。
The question of spear lag of beam plated construction is very complicated.
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