这表明，加劲使出来的废弃材料。
这表明，小砌块胶合板向加劲。
公司正试图给它的生产线加劲。
如果你不加劲干，你就要被解雇。
喷嘴钟一整体加工加劲环的结构加固。
The nozzle bell has an integrally machined stiffening ring for structural reinforcement.
这表明，加劲粘到光盘上。
离开泡沫对车轮和马克的地方加劲将路要走。
Leave the foam on the wheel and mark the area where the stiffener will go.
边缘加劲，防止波纹。
蕾切尔加劲咬住塞拉的脚，呜咽着看向蔡司。
Rachel bit down harder on Sara's foot and let out a little whimper as she looked up at Chase.
我正加劲学习法语。
给出了加劲肋间距、长螺杆连接件的设计控制条件。
The distances between ribbed panels and the design control conditions of long screw connectors were suggested.
对影响带有加劲环的内衬钢管的稳定因素作了讨论。
The factors which influenced the stability of steel-lined reinforced concrete pipe with stiffener rings are discussed.
加劲肋不要过高、过窄，因为这会造成材料流动困难。
Ribs should not be high or narrow; this makes it difficult for the material to flow.
主跨加劲梁为钢箱梁，边跨加劲梁为预应力混凝土箱梁。
The stiffening beams of the side spans are prestressed concrete box beams.
选择一个适当的厚度，为加劲和间隔块，以适应环的宽度。
Choose an appropriate thickness for the stiffener and spacer blocks to fit the rim width.
此外，采用波纹钢腹板就避免了平钢腹板中通常都要布置的加劲肋。
Besides, adopting corrugated steel web can save the stiffening ribs, which usually need to be added in flat steel web.
计算长度的取值正确与否，将直接影响到支承加劲肋的稳定性验算。
Whether correct or not this will affect the calculation of the overall stability of bearing stiffeners directly.
削减的一小部分废料的加劲，支路，它背后的辐条，借鉴，在加劲区。
Cut a small section of scrap stiffener, slip it behind the spokes, and draw in the stiffener area.
大跨度钢桥加劲板件由于板件幅面较大，一般采用正交异性加劲板件。
With greater width, the stiffening plate on a large span steel bridge is usually of the orthotropic type.
悬索桥有下列构件：柔性索缆、索塔、锚固件、吊杆、桥面、加劲桁架。
The components of a suspension bridge are: flexible cables, towers, anchorages, suspenders, deck and stiffening trusses.
身体：从挤压铝，刚性，重量轻，坚固的设计，制造内部加劲肋支持运输。
Body: Made from extruded aluminum, rigid, light weight, rigid design, internal stiffening ribs support carriage.
垂直加劲肋节点适用于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。
A vertical stiffening rib joint is suitable for rectangular steel tube column with smaller section to H-beam connection.
本文对空间框架中常用加劲形式的梁柱节点进行了翘曲位移传递的分析。
This paper analyzed the transmission of warping displacements through commonly used beam-to-column joints.
对纵向加劲肋的构造影响进行了参数分析，开讨论了纵向加劲肋的合理构造。
The structural parameters of longitudinal stiffening rib are studied, and the reasonable parameters for which is also discussed.
接下来，适用于第二层都加劲和光碟，让他们干为几分钟，然后按下在一起。
Next, apply a second coat to both the stiffener and the disc, let them dry for a few minutes, and then press together.
研究了柱加劲肋、螺栓排列、螺栓数目、槽钢宽度和槽钢下伸长度等的影响。
Effects of column stiffeners, bolt arrangement, bolt number, U-steel width and U-steel extended length are studied.
在分析过程中，考虑了螺栓对法兰盘的加劲作用，并给出该类节点的使用范围。
During the process of analysis, concerning the stiffening action on the flanges by bolts, the application range of the joint is given.
研究焊缝长度、加劲肋和横隔板等对腹板应力的影响，探讨锚固区设计的进一步优化。
For further optimization design, the influences of weld length, stiffening rib and diaphragm plate for the web stresses distribution are studied and compared.
与相应的水平加劲梁和不考虑收缩、徐变影响的计算结果比较，差值均在20%以上。
Compared with corresponding horizontal stiffening girder and the computational result without concrete's shrink and creep, the difference is more than 20%.
与相应的水平加劲梁和不考虑收缩、徐变影响的计算结果比较，差值均在20%以上。
Compared with corresponding horizontal stiffening girder and the computational result without concrete's shrink and creep, the difference is more than 20%.
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