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The results show that the ultimate stability bearing load by nonlinear analysis is close to the test load, they only have 10% deviation. For steel bridge towers, the correlation of the panels in the section of rectangle with chamfers is more obvious than that in the section of rectangle. If the four angles of the rectangle section were cut off, a panel with the smaller ratio of width to thickness forms, which can supply effective constraint to other weak panels with the larger ratio of width to thickness.

结果表明：第2类稳定计算得到的失稳极限荷载与实测荷载较为接近，两者相差10%；带切角矩形截面钢桥塔较矩形截面钢桥塔板件间的相关作用更加明显，对矩形截面钢桥塔进行切角，形成宽厚比较小的壁板，可以对宽厚比较大的弱板提供有效约束。

The results show that space finite analysis results are close to test ones, bottom chords suffer axial force and large in-plane bending, and the max stress is nearby each middle internode. The max stress of node crossbeams occurs in No.2 bottom flange, and that of internode crossbeams happens in ones lying in the middle of every internode. The concrete slab is in tension at the longitudinal direction, and also suffers bent at vertical loads. The degree of completely-composite model taking part in the combined actions is about 55%, while that of semi-composite model is 42%-43%. The combination of concrete slab and bottom chord increases the degree of floor system taking part in the combined actions, lightens the burden of bottom chord, and reduces out-of-plane bending of node crossbeams especially the ones near bridgehead. Stress and displacement of main truss can be evaluated by a equivalent plane rigid frame in preliminary design, and effective stiffness of bottom chords are composed of original ones and concrete slab, and the concentrated load from deck can be translated into uniform load.

研究结果表明：空间有限元分析结果与试验结果较吻合；下弦杆受到轴向拉力和较大的面内弯矩作用，各节间最大应力出现在节间中点附近；节点横梁最大应力发生在横梁2的下翼缘，节间横梁最大应力发生在位于端节间中部的小横梁上；混凝土板顺桥向整体受拉，并在竖向集中荷载作用下产生弯曲变形；全结合模型大部分节间内的桥面板参与主桁共同作用的程度为55%左右，半结合模型桥面板的参与程度为42%~43%；桥面板与下弦杆结合能够增加桥面板的参与程度，减轻下弦杆荷载，减少节点横梁尤其是靠近桥头横梁的面外弯曲；对桥梁进行初步设计时，主桁杆件的位移与内力可按照1个等效的平面刚架计算，下弦杆的等效刚度由原下弦杆截面和混凝土桥面板截面组合而成，桥面荷载可转化为均布荷载施加。

The results showed that the debonding load increase with the prestress level. Through comparisons with other available models, the proposed model is shown to provide accurate prediction of deboning failure load of the prestressed and non-prestressed strengthened beams.

试验结果表明：FRP的预应力越大，加固梁的剥离承载力越高；无论是预应力还是非预应力FRP加固梁，利用本文的剥离预测模型均可得到较好的结果。

Decrements in BSFC are more than 11% and 20% under the full load and part-load conditions respectively.

应用该系统研究了涡流比对发动机性能的影响，结果表明，涡流比在1.0左右最佳。

Around to the load area and open the large single door (unlike the side dors, this one opens and shuts with a feeling of real solidity) and you'll be confronted with, well, a very small load area.

到后面的载物区，打开后门（和一些侧开后门相比，这个后门显得很结实），你会看到一个非常小的载物空间。

Data from field are used to train synthesis models. The results verify that synthesis-based load modeling can surmount the difficulties such as the variation of load characteristics due to ...

建模实践表明：负荷动特性综合对于解决目前负荷动特性建模中存在的问题，建立适用于仿真计算的负荷模型有着非常重要的作用。

The program can be used to track the limit load and flex point of space structure, can take structural imperfection into consideration, gets the buckling model and vibration model of three-dimension steel structure, analyzes the elastic-plastic status or stress distributing of any intersection and any point and draws the nephogram of stress distributing, the hysteretic line subjected to cyclic load and local buckling deformation.

本软件能够跟踪分析任意空间结构中各种反弯点和极限荷载、并能够考虑结构的缺陷分布影响、求解三维空间钢结构屈曲模态和振动模态。进而分析钢构件任意截面、任意点的应力分布及塑性屈服状态，绘制截面的应力分布云图及循环荷载下的滞回曲线，绘制钢构件的局部屈曲变形图。

And with a large, four-gallon fuel tank and efficient power delivery, this engine is capable of running a 50-percent load for up to 13 hours or a 100-percent load for nine hours.

有了一个大的，四加仑的燃料箱和高效率的电力输送，这个引擎可以运行长达13个小时或一个百分之百的负荷为9小时50百分之负载能力。

This dissertation has analyzed the full-load speed characteristics of the diesel engine、some load tempo characteristics and characteristics of variable pump at first.

本文首先分析了发动机的全负荷速度特性、部分负荷特性和变量泵在不同的工况下的效率特点。

At full load, the current is only about 5% of the full-load current and so is nearly equal to.

满载时，电流只约占满载电流的5%，因而近似等于。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。