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双语推荐:振源体

针对被隔设备在高频域表现出的弹性阻抗特性,将设备中具有弹性性质的支撑部分模化为两端自由连续,确定振源输出作为一个常力作用在设备支撑上,同时考虑设备支撑的刚运动与弹性动。采用导纳矩阵法对设备支撑的阻抗特性及隔系统的功率流传递特性进行研究。结果表明,振源激励力在设备支撑上的位置对系统隔效果具有较大影响。当激励力偏心时不仅引起系统横摇动,还会激发设备支撑与基础的偶数阶模态,导致隔效果变差。隔器相对设备支撑中心或基础中心不对称布置会激发基础偶数阶模态,且前者还会导致垂向—横摇耦合动。分析的结果对于弹性基础隔效果的改善有参考价值。
The flexibility characteristic of the isolated equipments in high frequency domain is studied. A model, in which the elastic support of the equipment is regarded as a continuum system with free ends, is established. The vibration source output is regarded as a constant force applied to the equipment’s support, and its rigid motion and elastic vibration are considered. Then, the characteristics of the flexible equipment’s support and the power flow transmission of the vibration isolation system are studied utilizing admittance matrix method. It is shown that the position of the source excitation has a great influence on the performance of the vibration isolation system. The eccentricity of the excitation force can induce lateral oscillation of the system and inspire even order modes of the support and the base, which will lead to poor isolation effect. The non-symmetric distribution of the isolators to the central line of the support or the base can excite the even order mod

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振源数目未知的条件下,仅利用多通道观测混合信号准确分离信息是信号盲分离的技术难题之一。为了揭示观测动混合信号的复杂组成结构,以及为振源信息盲分离提供可靠的先验信息,提出一种基于独立分量分析和聚类评估技术的信数目估计方法。通过仿真试验与壳结构试验台典型机械动信号分析,定量比较基于信息理论的数估计方法AIC/MDL与提出方法的性能,研究结果表明所提出方法可从动调制混合信号中准确可靠地估计信数目,具有更好的工程应用性能。
It has been challenging to correctly separate the mixed signals into source components when the source number is not known a priori. To reveal the complexity of the measured vibration signals, and provide the priori information for blind source separation, a novel source number estimation method is proposed based on independent component analysis (ICA) and clustering evaluation analysis. The performances of the proposed method and the information-based source number estimation methods are comparatively studied via numerical case study and experimental study on a thin shell structure, and the results show that the proposed method can correctly and reliably estimate the source number from the modulated vibration signals, and thus has more powerful performances in engineering applications.

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采用压坯后的玻璃粉与球头座烧结,烧结产物作为密封用来生产快速响应裸露感温点低温、高压热敏电阻温度传感器,通过扫描电子显微镜(SEM)分析玻璃烧结的形貌,利用国防计量标准测量传感器的精度,动台和高压气分别测试传感器的耐性和气密性,最终确定最佳烧结工艺参数。
Glass dust which was impacted with ball were sintered. The sintering product as airproof parts was used to produce thermistor which can response quickly and used in the condition of low temperature and high pressure. SEM analysed the morphology of airproof parts, and national defence measurement standard measured the precision. The vibration strength and air tightness of thermistor were measured by shaking table and high pressure gas. Finally made certain the parameters of technics.

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电机动为潜艇噪声的重要振源,掌握其特性对于优化艇结构设计有着重要的意义。采用结构有限元耦合流边界元的附加质量阻尼算法,对潜艇的2种不同位置激的工况进行水下动计算,并对数值计算结果进行了比较和分析。从离散频率的加速度值和功率两个层面上初步讨论了低频段内艉轴激力与电机激力对电机基座上加速度的影响。结果表明:在艉轴激力比电机激力大一个数量级的情况下,艉轴激力对电机基座加速度的影响远小于电机激力对其的影响,因而可以忽略。在实艇航行中,当艉轴与电机激力同时存在的情况下,确保了电机动特征信号测量的准确性。
The engine vibration is a major excitation source of submarine noise and requires substantial consideration during the structural design process. In this paper,an approach combining the finite element method with the boundary element method is proposed to calculate the underwater vibration of submarines with two different excitation sources- the propeller shaft and the engine. The acceleration effects on the submarine''s engine pedestal,produced by the low frequency excitation force from the two sources men-tioned above were also investigated. The obtained numerical results were compared and analyzed at differ-ent frequencies and power values. It was seen that the acceleration effects produced by the propeller shaft was quite small and could be safely neglected when the propeller shaft excitation was one order greater in magnitude than the engine vibration force. Overall,this observation could simplify and benefit the measure-ment of engine vibration characteristics in actual submarine

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对水下振源体的滚动密封圈密封不严问题产生的原因进行了分析,选择高抗结晶性能的氯丁橡胶DCR114和DCR213并用(75/25)代替原来的氯丁橡胶CR232,通过了硬度变化试验,改进后的滚动密封圈未再出现漏水现象。
This paper analyzed the reason of sealing leakage ,and selects highly anti-crystallized chloroprene rubber DCR114 and DCR213 and (75/25) instead of the original chloroprene rubber CR232 .The experiment on the changes of hardness is carried out . There is no leakage of rolling sealing ring after improvement .

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以水下有限长圆柱壳为对象,实验研究水下结构声辐射有控制.实验中通过引入次级力,以单个或两个误差点处的声压最小为目标函数,分析次级激器和误差传感器布放(位置和数目)以及激励频率对控制效果的影响.结果表明:有控制能够有效控制水下圆柱壳线谱噪声;增加次级激器和误差传感器的数目,能够增大降噪区域;有控制在3 000 Hz高频处对壳噪声控制依然有效.有控制能够对多线谱信号激励壳辐射噪声产生抑制作用.
Experimental study on active control of a submerged cylindrical shell with finite length is performed using secondary force sources. The arrangement of the secondary exciters and error sensors and the influence of the excitation frequency on the control effects are analyzed. The results show that the underwater sound radiation of the cylindrical shell subjected to the force excitation can be effectively attenuated by the method of active noise control, the area of noise reduction can be enlarged with increasing the numbers of secondary exciters and error sensors, and the active noise control of the cylindrical shell at 3 000 Hz is still valid. Meanwhile, the sound radiated from the submerged cylindrical shell subjected to multiple linear spectrum excitations can also be suppressed by the active noise control.

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危岩属于一种突发性地质灾害,危岩破坏会突然释放能量,以激波的形式向邻近危岩块传递,劣化相邻危岩的稳定性。通过坠落式危岩破坏激效应模型试验,对采集的激信号进行小波滤噪处理,选取模型试验第25~35 ms共10 ms时间段的激信号,作为分析激信号局部和细节信息特征的基础数据。分析结果表明,实验条件下分析时段内,危岩破坏激信号局部信息存在周期性,激信号在水平方向存在8~9个激峰,周期1.0~1.4 ms,在竖直方向存在3~4个激峰,周期2.2~3.0 ms;测点与激振源之间的距离影响着激信号的峰值强度,距离越近,峰值强度越大;危岩块之间界面的完整性对激信号出现频率和峰值强度都有显著影响,激信号穿过不完整的界面后激信号主峰存在一定滞后性,实验条件下滞后时间10 ms左右;危岩破坏激信号的局部和细节信息基本都在细节系数中予以现,尤其是主频率主要位于d3~d7所对应的中频细节信息内。研究成果对于进一步实施危岩破坏激效应的相似模型试验具有积极意义。
As one of emergency geological disasters,perilous rock releases abruptly energy during rupture.The energy passes through perilous rock blocks near the rupture position in the form of excitation wave,and it decreases the stability of perilous rocks near the rupture position.Here,by de-noising processing with the wavelet method of excitation signals gathered in a model test of falling perilous rock rupture in laboratory,the signals during 1 0 ms duration from the 25 ms to 35 ms in the model test were taken as the essential data to analyze local and minutiae characteristics of excitation signals during perilous rock rupture.Under the test conditions,analysis results showed that local characteristics of excitation signals during perilous rock rupture have a certain periodicity,i.e.,8 or 9 excitation peaks with 1 .0~1 .4 ms periods exist in horizontal direction,while 3 or 4 excitation peaks with 2.2~3.0 ms periods in vertical direction;the distance between the measuring point and
以诗译诗与借形传神是卓英《楚辞》英译文的特色。译者进行总审度和合理调适,借用传统英语诗歌的四行诗、双行偶韵诗、三行诗、五行诗、十行诗以及半格律半自由诗等形式,努力再现《楚辞》的意境美,在很大程度上现了以译入语文化为导向的翻译理念,这在深层次上是因为这种形式借鉴对英语世界读者更具亲和力,它是沟通译入语文化与语文化的纽带。
The obvious features of ZHUO Zhen-yin’s English Version of The Verse of Chu lies the following aspects: “translating Chinese poetry into English poetry” and “adaptive employment of English poetic forms”. Through overall consideration and reasonable adjustment, the translator tries his best to reflect the beauty of artistic conception of the original text by using different forms of traditional English poetry, including quatrain, couplet, triplet, quintet, ten-line-stanza, and so on, which shows target language culture oriented conception. Such affinity form is a link between target language culture and source language culture.

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为了解决不易获取复杂结构速声辐射模态和利用其计算复杂结构外辐射声场困难的问题,提出强声辐射模态分析方法。该方法利用简单积分公式将结构表面连续的强分布等效为一组简单源源强分布,利用这组简单源源强分布构造了结构辐射声功率2次型表达式,其2次型系数定义一个辐射阻矩阵,辐射阻矩阵的特征向量就构成了强声辐射模态,从而实现复杂结构总辐射声功率的解耦。只要获得声辐射模态的展开系数,声场中的声压、质点法向速度等声学量都可由强声辐射模态叠加得到。球形声和棱台的分析表明:强声辐射模态保留了传统的声辐射模态优点,更方便解决复杂结构声辐射问题。
Velocity acoustic radiation modes can be used for solving the radiation problems of structures, but it is difficult to obtain the velocity acoustic radiation modes of complicated structures. In this paper, a method based on source intensity acoustic radiation modes is proposed. In this method, the continuous source intensity distributed on the surface of the structure is equivalently replaced by a set of simple source intensity distributions in terms of a simple source integration formula. Then, the set of simple source intensity distributions is used to construct a second order expression for the structural sound radiation power. In fact, this second order expression has defined a radiation resistance matrix, which eigenvectors constitute a set of acoustic radiation modes. Thus, decoupling of the total sound radiation power of the complex structure is realized. Given the expansion coefficients of the sound radiation modes, the sound pressure, normal velocities of particles a

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福州地铁尚未建成时,需要对临近建筑物的动响应进行预测。由此,建立车轨垂向耦合动数值分析模型和隧道—土—建筑物有限元模型,参考福州地铁振源参数及沿线典型II类场地土类型,对地铁运行后,临近建筑物的动响应作出了理论预测。分析结果表明,地铁列车运行引发的环境动主频以中高频动为主,而建筑物各楼面峰值主频均为建筑物的自频率。同时,在低层楼面存在激励动的中高频反弹区。列车车速和单双线运行不影响建筑物的动形态,但能显著影响楼面加速度级。另外,当多层和小高层建筑至隧道中心水平距离小于10 m,高层建筑小于15 m及位于30 m左右处,车速超过40 km/h时,建筑物部分或全部楼层加速度级可能超越相关规范规定的动限值,需要考虑动控制。
Two models were established for analyzing the vibration responses of buildings adjacent to Fuzhou Metro. One of them was for numerical analysis of vehicle-track coupled vertical vibration, and the other was the tunnel-soil-build-ing coupled model of 3D FEM. In reference of the vibration source parameter of Fuzhou metro and typical in-situ soil distri-bution of kind II along the Metro line, vibration responses of buildings adjacent to the Metro induced by the subway opera-tion were predicted. The results show that the vibration responses of the adjacent buildings are mainly the medium and high frequency vibrations, and the dominant frequencies of the floors are the natural frequencies of the buildings. Meanwhile, in the lower floors there exist medium-and-high frequency rebound areas due to the excitation. Speed and single-or-double track traveling of trains have no influence on the vibration type of the buildings, but have significant effects on the vibration acceleration lev

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