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under load相关的网络例句

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

This paper using LS-DYNA finite element analysis program to model the damage process of oilcan steel plate under No .3 rock explosive load, analysing the effect of the mass and shape of explosive to steel plates extent of damage and shape of crevasse.

利用LS-DYNA有限元程序,模拟了油罐钢板在3岩石炸药爆炸载荷下的破坏过程,分析了炸药质量、药柱形状对钢板破坏程度和破口形状的影响。

Following that, we implement the algorithms of FOC, space vector pulse-width modulation, and speed control using the digital signal processor. Regarding to the influence of controller parameters on dynamic response of the motor speed, this thesis proposes the speed control of PMSM using self-tuning fuzzy technique. By the self-tuning technique, the on-line fuzzy logic controller output can give better speed response under the load disturbances or variable speed commands.

本文首先使用数位讯号处理器完成磁场导向控制、空间向量脉波宽度调变及速度控制之策略,针对控制器参数对系统动态响应之影响,提出采用自调式模糊控制器於速度控制回路,藉由自调式机制,线上调整模糊控制器之参数,使PMSM在变动负载及速度命令下有较佳之动态响应,达到提升系统响应及强健性之目的。

In the second part, by using uniform design and orthogonal design methods, some groups of mix test of foam lightweight with different component are conducted, the test data is analyzed by neural networks model and regression model, and optimum mix proportion is obtained. Orthogonal design for mix material considering density factor is presented, as well as uniform design for mix material adapting to different density. The mechanic characteristics of foam lightweight material and engineering characteristics differing from general material under an allround press are founded. Through the analysis of asymmetry settlement for Doulong sluice and the comparison of correct deflection scheme, the foam lightweight material shows some advantages in the load reduction.

在泡沫轻质材料的研究方面,利用均匀设计和正交设计方法进行了几组不同组分的泡沫轻质材料的配方试验,利用神经网络模型和回归模型对试验数据进行处理,得出最优配方;提出了考虑密度因素的混料配方的正交设计方法和适合不同密度时的混料配方均匀设计方法;研究了泡沫轻质材料的力学特性,并发现了在围压作用下所表现出的不同于一般材料的工程特性;论文将上述研究成果用于斗龙港闸工程的处理设计,通过对该闸的不均匀沉陷分析和各种纠偏方案比较表明,采用泡沫轻质材料进行减载处理有一定的优越性。

Based on fiber Bragg grating, the authors develop an on-line temperature monitoring system for power cables and measure outer surface temperature of cables under different laying modes; analyze the relation among cable temperature, ambient temperature and load of cable lines.

为此设计了基于光纤光栅的电缆温度在线监测系统,实测了不同敷设方式下电缆的表皮温度;分析了电缆温度与环境温度以及线路负荷间的关系;采用等效热路法,由监测到的电缆表皮温度拟合出电缆的实际载流量,实现了对电缆温度及载流量的在线监测,确保电缆运行的安全性与经济性。

Fan coil water system load characteristics under construction within the area is divided into, two outside the zone loop.

风机盘管水系统根据建筑负荷特点分为内区,外区两个环路。

The load characteristic and control objective of parallel resonance converter is analyzed, and the conclusion that it can work on the safe side only if it works under the state of capacitive and rough resonance is drawn.

分析了并联谐振逆变器的负载特性及控制目标,通过对并联型谐振逆变器各种工作状态的分析,得出其必须工作在容性近谐振状态下才是安全可靠的结论。

This paper examines the soil characteristic and liquefaction degree of hard shell seams at the subaqueous delta of the Yellow River. Four typical areas were chosen for measuring, testing and studying. The hard shell seam strength was measured by in-situ Proctor penetrometer. Undisturbed soil sample of 1 m long was excavated for laboratory soil property test. Sledge hammers were dropped down freely to hit the load board to simulate the wave force acted on the hard shell seam. The excess pore pressure and strength variation were observed. The liquefaction depth of the hard shell seams at four study areas under different wave storms were calculated by theory.

为揭示黄河口水下三角洲硬壳层的土性特征和风浪作用下的液化破坏状况,选择典型研究区,在现场利用普氏贯入仪测试硬壳层的强度特征,原位取1m原状样进行室内土工试验;利用重锤锤击荷载板的方式模拟波浪对硬壳层的动力作用,通过孔压探头和普氏贯入仪实时监测土体内孔压和振动前后强度的变化;通过理论计算研究硬壳层在不同风浪等级下的液化深度。

Before preloading, a lot of extensometers, inclinometers, piezometer tips and settlement plates were installed. The deformation and pore pressure of ground were observed during preloading; Three years'creep settlements were monitored under the maximum preloading load so as to provide the field data for the new model.

预压前在地基中埋设了沉降标、深层沉降管、测斜管、孔隙水压力计等土工观测仪器,堆土预压过程中对地基的变形和孔隙水压力进行全面观测,以及预压后长达3年的流变观测,为模型的工程验证提供了实测资料。

They provide suit applications that were under-engineered and now require a greater load capacity pillow block to fit into the same area.

他们提供适合的应用正在设计的,现在需要更大的负载能力枕头块放入同一地区。

This kind of structure is fit for the comfortable steer with no other expansion joints except for those at the two ends. It characterized the wholeness of structure , good astigmatic ability and load-bearing ability , construction rapidness, bright and pithiness bridge style, so rigid frame bridge have taken an increasingly great proportion in bridges constructed and those under construction at city and county.

连续刚构桥能满足特大跨径桥梁的受力要求,除梁端以外无其他伸缩缝,有利于行车平顺舒适,具有结构整体性能好、抗震能力强、承载能力强,施工快捷等结构特点,因此在城乡已建和在建的桥梁中占据了越来越大的比重。

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