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vertical analysis相关的网络例句

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与 vertical analysis 相关的网络例句 [注:此内容来源于网络,仅供参考]

The calculating theories of vertical ultimate load bearing capacity and reliability analysis of the above methods were introduced briefly.

对试桩方法和查表方法确定竖向极限承载力的计算原理与计算方法的可靠性进行了简要的介绍。

On the basis of the analysis of the structure of Han tomb in Shizishan, this art icle thinks that the tomb was in the transition from vertical tomb to horizontal cave tomb. It also considers that the owner of the tomb is LIU Ying, the second king of Chu state in Han dynasty.

本文通过对狮子山汉墓墓葬结构的分析,认为该墓尚处于竖穴墓向横穴式崖洞墓的过渡阶段,早期特点明显;墓葬仍采用了西汉时期的前堂后室葬制,墓主为第二代楚王刘郢。

A new bridge deflection measurement method was proposed, in which the geometric information of co-operant was acquired by using the surveying robot. The angle measurement precision and the distance measurement precision of surveying robot were analysed from two perspectives of systematic error and random error. The measurement error analysis was done by considering the effect of the vertical angle and stadia. Measurement precision of the method was analysed in the least square principle.

提出了一种以测量机器人为采集器,通过获取合作目标的几何信息进行桥梁挠度测量的新方法,从测量系统误差、偶然误差两个方面分析了测量机器人的测角及测距误差,并探讨了竖直角、视距付挠度测量误差的影响,同时依据最小二乘原理分析了该方法的测量精度。

The main production equipment: 3t EAF, 2t intermediate frequency furnace, 2.5m vertical lathe ,5-50t crane line, 2.5 * 3.6m coal-fired heat treatment furnace, 1 * 2m electric heat treatment furnace, metal element automatic analyzer, metallographic analysis Miriam, Flaw Detector.

主要生产设备:3t电弧炉,2t中频炉,2.5m立式车床,5-50t行吊,2.5*3.6m燃煤热处理炉,1*2m电气热处理炉,金属元素全自动分析仪,金相分析仪,探伤仪。

Analysis is made on block effect to cutters of PDC bit with 3 factors: different top shape,cutter-distributing and wearing degree.By the interaction(radial range and altitude difference of each cutter) of three adjacent cutters,the cutter block is further analyzed with these factors,but wearing degree is simplified to be considered as the cutters vertical to the assembling plane.

中文摘要:对PDC钻头冠部形状及不同的布齿密度和切削齿在不同的磨损状态下对PDC钻头切削齿受力的影响进行了分析;用相邻的3个切削齿之间的关系(不同的切削齿与切削齿之间的径向距离和切削齿之间的高度差)来分析PDC钻头冠部形状和切削齿布齿密度对切削齿受力的影响,以及将切削齿的磨损状态简化成与切削齿在钻头上装配方向垂直的平面来分析切削齿磨损状态对切削齿受力的影响。

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。

Finite element analysis is conducted separately on lateral loading capacity, lateral energy absorbing capacity, vertical loading capacity, longitudinal loading capacity of ROPS and anti-falling-object performance of FOPS.

分别对翻车保护结构的侧向承载能力、侧向能量吸收能力、垂直承载能力、纵向承载能力以及落物保护结构的抗落物性能进行了有限元分析。

By the selection of applicable algorithm module for different hydropower stations in the basin, the optimized results can be managed, analyzed and compared through the directory tree concerned, and then the soft ware feature of integrated management, micro-analysis and vertical comparison is created, which surpasses the mode of study with attention only on single power station and is an innovation in the area of study on the in-plant economic operation of hydropower station as well.

用户可以针对流域的不同电站选择合适的算法模块,通过目录树对流域各水电站的优化结果进行管理、分析和比较,从而形成统一管理、微观分析和纵向比较相结合的软件特性,打破了传统的只注重单个电站优化运行的研究模式,是厂内经济运行研究领域的一种创新。

Based on the theoretical analysis for 1000 m long drainage skills, the UDEC4.0 numerical simulation software is adopted to perform the calculation, showing that the height of caving zone and fractured zone of gob is 9 m and 30 m, the vertical height from the mining induced O-shaped circle to the roof is 10~25 m, and the horizontal distance to both sides of gob is 10~35 m.

本文在顶板千米钻孔抽采技术原理分析的基础上,采用UDEC4.0数值模拟软件计算得出采空区冒落带和裂隙带高度为9m和30m,采动裂隙&O&形圈的范围为距工作面顶板垂高10~25m,距采空区两侧水平距离为10~35m。

The real shape of U tube was considered, and heat transfer model of underground vertical buried tube heat exchanger was built with math methods and numerical analysis software. The soil temperature distributions around the buried tube under different working conditions were solved by programming.

考虑U型管的实际形状,借助数学方法和数值分析软件,建立了地下垂直埋管换热器传热模型,并通过编程求解数学模型,得到了系统短期运行不同工况下埋管周围土壤的温度场分布情况。

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然而,正如其名字所指出的那样,CD盘不能写,也不能用任何方式改变其内容。

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