- 更多网络例句与立柱相关的网络例句 [注：此内容来源于网络，仅供参考]
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The analysis is carried out using the, explicit finite element program LS-DYNA3D. The results are compared with data from physical tests using a ballistic pendulum impacting soil-mounted guardrail posts. The results show that the post-soil model is e...
由非线性显示有限元程序LS DYNA3D分析，通过用弹性摆撞击埋在地基里的立柱测试结果进行比较，结果表明，立柱地基模型是有效的、切实可行的，并可应用在护栏模型里。
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The telephone distribution frame is composed by a plurality of vertical ''vertical column'' 8, each vertical column includes a plurality of electronic module block set collaterally along the telephone distribution frame.
电话配线架由大量的垂直"立柱"（8）组成，每个立柱包括大量的电子模块，并且沿配线架（2）并列地放置着。
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Supporter,including column,column base, corbel,etc.,are the principal parts supporting cables and cable trays.
支架是支撑电缆桥架和电缆的主要部件，它由立柱、立柱底座、托臂等组成。
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The wall has no support during the construction stage and the calculationbased on the national standard GB 50018-2002 (Technical code of cold-formedthin-wall steel, structures) should be reliable and safe. The crankle destabilizationof the studs with cold-formed channel section should be taken into account whencalculating the load-carrying capacity. The warpings at both ends of the sectionshould be calculated without any constraint when converting the crankledestabilization into the slenderness rationλ_w.
墙体在施工阶段基本为无墙体支撑，此时，按现行国标《冷弯薄壁型钢结构技术规程》(GB 50018-2002)规定计算是可靠、偏安全的，在计算其承载能力时应考虑单轴对称冷弯卷边槽钢截面立柱弯扭失稳，在计算立柱弯扭失稳换算长细比λ_w时，截面两端翘曲宜按不受到约束条件计算。
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On the basis of above research works, a finite element model for column of the TH6350 high speed numerical control boring was built; the stiffness of the slide guide interface between the bed and column bottom and the constrain stiffness from lead screw were estimated by using experimental formula, to guarantee the rationality of the boundary condition of the FEM model; the week link of the column has been found by application of ANSYS software to FEM model analysis of the column, The result shows that the calculation data and test data are very consistent, therefore proved the properness of the FEM model.
在上述工作基础上，本文对TH6350高速数控镗床的立柱进行了有限元建模；并利用经验公式估算了立柱与床身之间的导轨结合面上的刚度和丝杠副约束刚度，保证了有限元模型的边界条件的合理性；应用ANSYS软件进行有限元模态分析找到了立柱结构的薄弱环节，通过分析对比表明有限元分析计算与现场测试的结果相一致，证明了有限元模型的正确性，为立柱结构的进一步改进设计和优化提供了重要参考依据。
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According to the result of theexperiment, the load-carrying capacity of the test wall studs is about three times ofthe single test studs. So it is reliable and economic to take the buttressing effect ofthe wall into account when performing the design work.
根据试验结果：带墙面试件立柱承载力为不带墙面试件立柱承载力的3倍左右，在设计中考虑墙面对立柱的支承效应是可靠而经济的。
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The walls with light steel studs is a new wall system for a low rise cold formed steel house The load carrying capacity of wall studs with cold formed C section is studied by axial compression tests The specimens of wall stud are divided into two types, i.e.
轻钢立柱墙体是低层冷弯型钢建筑中一种新型的墙体结构形式，对轻钢立柱墙体中主要承力构件C型截面立柱试件进行了轴心承载力性能试验研究。
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This research is concentrated on the interactive behavior between the cold-formed steel wall stud and sheathing. Three kind of test specimens used in this study includes:(1) both stud and calcium silicate board are under compression;(2) the stud sheathed with calcium silicate board is under compression; and (3) the calcium silicate board supported by stud is under compression. Three different thicknesses of calcium silicate board and three different spacing of the connecting screw were adopted in the test. Totally, 36 specimens were tested in this research.
本研究乃针对冷轧型钢墙体立柱与外覆材产生束制的能力进行探讨，实验所采用的试体分为三种，具外覆材之墙体、具外覆材支撑之立柱、外覆材受压内含支撑之立柱，并配合不同厚度之矽酸钙板与改变不同螺丝间距进行互相比较，共进行了36组试验。
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It was also found that the strength of FF specimen is close to the sumation of the strengths of FC and FS specimens with the same board thickness and screw spacing as FF specimen. As compared the test results with the research findings from Li [2]and Luo [3], It can be concluded that the failure mode of specimen is affected by both the sheathing thickness and the stud thickness. Different from this study, the failure mode of Li's test specimens is torsional-flexural buckling for most cases. The predicted values computed based on the AISI Specification seem to be conservative as compared to the tested values of FF specimens. Therefore, it is suggested that the effective length factor, K, can be taken as 0.5 to determine the wall stud assembly strength.
在三种不同试体组合分析时也发现，具外覆材支撑之立柱与外覆材受压内含支撑之立柱，两者之破坏强度相加，约等於具外覆材之墙体之破坏强度；试验结果与李岱真、罗浩之研究比较后，发现不同厚度之立柱与不同厚度之矽酸钙板之间束制关系明显影响强度之差异，且李岱真之试体破坏模式多为整体扭转-挠曲挫屈破坏，与本研究有较大差异；对於具外覆材之墙体与AISI预测值比较后，AISI规范预测值较保守，因此本研究有效长度系数建议采用0.5。
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This consisted of a pillar on which were speed settings, the sight being fixed to an arm fitted at right angles from the top of the pillar which varied the line of sight according to the setting.
这个系统有一个带有速度设置的立柱，瞄准镜固定在一个臂上，这个臂与立柱成直角安装在立柱之上，立柱上刻有不同的线做设置的参照。
- 更多网络解释与立柱相关的网络解释 [注：此内容来源于网络，仅供参考]
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backrest block：(镗床的)后立柱移动块
backrest 靠背 | backrest block (镗床的)后立柱移动块 | backrun process 逆行制气法
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baluster railing：立柱栏杆
baluster column 栏杆柱 | baluster railing 立柱栏杆 | balustrade 栏杆
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heelpost：侧立柱 闸门侧立柱 承重柱 门轴柱
heelplateseat 背靠块座 侧支承块底座 | heelpost 侧立柱 闸门侧立柱 承重柱 门轴柱 | heelpost 柱脚
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Ball Top Newel：圆头立柱
14 椭圆头立柱 Oval Top Newel | 15 圆头立柱 Ball Top Newel | 16 起步立柱 Starting Newel Utility Newel
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king-post truss：单立柱倒三角桁架
king-post girder 单立柱下撑式大梁 | king-post truss 单立柱倒三角桁架 | king-posted beam 单柱托梁
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left front pillar timming plate：左前立柱饰板
31 杂物箱 glove box | 32 左前立柱饰板 left front pillar timming plate | 33 右前立柱饰板 right front pillar timming plate
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left front pillar timming plate：左中立柱饰板
33 右前立柱饰板 right front pillar timming plate | 34 左中立柱饰板 left front pillar timming plate | 35 右中立柱饰板 right front pillar timming plate
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right front pillar timming plate：右中立柱饰板
34 左中立柱饰板 left front pillar timming plate | 35 右中立柱饰板 right front pillar timming plate | 36 左侧车顶流水胶条 left weather strip
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right front pillar timming plate：右前立柱饰板
32 左前立柱饰板 left front pillar timming plate | 33 右前立柱饰板 right front pillar timming plate | 34 左中立柱饰板 left front pillar timming plate
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side wall frame：侧围立柱
power-assisted brace gas spring 侧围 %2:[GaH7 | side wall frame 侧围立柱 2kH"_}|}"~ | side wall pillar 侧窗立柱 #IB[H^jXb