angled iron造句
例句与造句
- the vanes are made of structural angle iron .
叶轮可用角钢制成。 - angle iron rolling machine
角钢卷圆机 - main material for installing : all kinds of channel steel, angle iron and plate iron
（六）安装主要材料：各种型号的槽钢、角铁及铁板。 - death case caused by abruption of thyroid cartilage and cricoid cartilage after hitting angle iron
右股骨骨折钢板内固定术致血管损伤尸检1例 - the bite shape of this machine absolutely replace angle iron flange . the form is efficiently finished, with artistic appearance
本机咬口形状完全替代风管制作中的角铁法兰，成型高效、美观，令您省料、省工、省时。 - It's difficult to find angled iron in a sentence. 用angled iron造句挺难的
- carried on the optimized design using the optimized design module to the support, finally changed to 14 equal-angle iron to replace the used steel
利用优化设计模块对支架进行了优化设计，结果改用14号等边角钢代替原主弦杆用钢。 - to the particular case under the small eccentricity compression, the method that the angle irons are strengthened on two-sides, but pre-stress is only put one side, can be adopted firstly
对于较小偏心的特殊情况，宜采用双侧角钢，单侧施加预应力的方法。 - according to the experimental results of the four knots designed for it, we has arrived at that the dimensional angle iron framework is truly efficient to knot
通过对试验结果的分析及与理论计算结果的对比，发现与预策的结果很接近，说明空间角钢骨架切实能够有效地提高节点抗震性能的各项指标。 - so the circumjacent welding should be applied at this spot and another join symmetrical to it, all sides of the place at which angle iron join are welded around with the main beam
因此应该在该位置以及与之对称的另一联接点处都应采用周边焊，使角钢连接处的各边全部焊接，然后再与大梁周边焊接。 - under kinds of conditions, these stresses, strains and their development of concrete, steel, and angle iron were shown . during the whole process, the rate of sharing the loading for the angle iron was also indicated
给出了各种情况下混凝土、钢筋和角钢的应力应变值及其发展变化情况；给出了各种情况下，角钢在加固过程中承担荷载的比率。 - under kinds of conditions, these stresses, strains and their development of concrete, steel, and angle iron were shown . during the whole process, the rate of sharing the loading for the angle iron was also indicated
给出了各种情况下混凝土、钢筋和角钢的应力应变值及其发展变化情况；给出了各种情况下，角钢在加固过程中承担荷载的比率。 - this paper has put forward such one, i . e . to use the dimensional angle iron framework to strengthen the center of the knot in order to add its degree of toughness and stiffness, improve its crack load and aggrandize its ultimate deformation
本文提出了一种提高节点抗震性能的新方法??用空间角钢骨架对节点核心区进行加强，以增大节点的强度、刚度，提高节点的抗剪、抗裂性能，并增大节点的极限变形能力及延性性能。 - these results demonstrate that the effect of improving the bearing load of structure is very good by strengthening the member of eccentricity compression under pre-stress . the ultimate bearing capacity of strengthened column is closely related to the eccentricity distance . in the condition of eliminating the lagging strain of angle iron, the magnitude of pre-stress putting on the angle iron has litter impact on the ultimate bearing capacity of structure
偏心受力构件的有限元计算结果表明：预应力法加固偏心受力构件，其对结构承载力的提高效果显著；加固柱的最大承载力与柱的偏心距有密切关系；在消除角钢应变滞后的条件下，对角钢施加预应力的大小对结构最终承载力无明显影响。 - these results demonstrate that the effect of improving the bearing load of structure is very good by strengthening the member of eccentricity compression under pre-stress . the ultimate bearing capacity of strengthened column is closely related to the eccentricity distance . in the condition of eliminating the lagging strain of angle iron, the magnitude of pre-stress putting on the angle iron has litter impact on the ultimate bearing capacity of structure
偏心受力构件的有限元计算结果表明：预应力法加固偏心受力构件，其对结构承载力的提高效果显著；加固柱的最大承载力与柱的偏心距有密切关系；在消除角钢应变滞后的条件下，对角钢施加预应力的大小对结构最终承载力无明显影响。 - after the comparison of the stability checking computations and the section categorised situation both at home and abroad the current standard, some problems was discussed in the standard of our country . contraposed these questions, the paper computed the space stability coefficient of some general t-shaped and l-shaped sections and all the sections of t-shaped, l-shaped and 2-angle iron t-shaped in the formed-steel-table, and worked out the curves . according to the comparison of the curves the paper got and the curve in the standard, some simple conclusions was put
对国内外现行规范轴压柱稳定验算方法及柱子曲线截面分类情况进行了对比，讨论了我国规范曲线中存在的一些问题，并针对这些问题，以规范初始弯曲值对任意“t”形和“l”形截面和型钢表中所有t型钢、l型钢、双角钢t形钢截面的空间稳定系数进行了计算，作出其与规范曲线的比较图，通过计算结果的分析对各类截面归类情况作了简单的评述，其中提出的一些建议可以作为规范修订的参考依据；同时，这些计算结果也进一步证明了本文的柱子空间稳定分析方法的正确性。