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1.
Kai Cheng Chunchun Li Changzhi Yin Ying Tang Yihua Sun Liang Fang 《Journal of the European Ceramic Society》2019,39(13):3738-3743
The effects of Sr2+ substitution for Ba2+ on microwave dielectric properties and crystal structure of Ba3-xSrx(VO4)2 (0 ≤ x ≤ 3, BSVO) solid solution were investigated. Such Sr2+ substitution contributes to significant reduction in sintering temperature from 1400 °C to 1150 °C. Both permittivity (∑r) and quality factor (Q × f) values decreased with increasing x value, which was determined to be related with the descending values of average polarizability and packing fraction, whereas the increase in τf value was explained by the decreased average VO bond length, A-site bond valence. BSVO ceramics possessed encouraging dielectric performances with ∑r = 12.2–15.6 ± 0.1, Q × f = 44,340 - 62,000 ± 800 GHz, and τf = 24.5–64.5 ± 0.2 ppm/°C. Low-temperature sintering was manipulated by adding B2O3 as sintering additive for the representative Sr3V2O8 (SVO) ceramic and only 1 wt.% B2O3 addition successfully contributed to a 21.7% decrease in sintering temperature to 900 °C, showing good chemical compatibility with silver electrodes, which render BSVO series and SVO ceramics potential candidates in multilayer electronic devices fabrication. 相似文献
2.
采用Fourier级数和统计分析的方法,分析了强力输送带横向断裂预报图像串行传输信号的频谱。结果表明,串行图像信号中包含扫描频率和系统主频丰富的谐波分量,但不包含图像数据并串转换频率的谐波分量。分析得了的结论对确定该串行图像信号的带宽,对同步信号的提取具有指导意义。 相似文献
3.
根据典型的东西和南北错层结构,分别建立了不同错层高度的错层框架和标准框架结构的三维计算模型,采用有限元分析软件ANSYS计算这些模型的地震反应分析,经过对比得到了一些错层框架的受力规律,与理论基本相符。 相似文献
4.
钢结构电视塔塔楼在竖向地震作用下的反应分析 总被引:2,自引:1,他引:2
《特种结构》1998,(2)
多功能钢结构电视塔均有塔楼,塔楼悬挑结构在竖向地震作用下反应较大,本文以青岛电视塔的碟形塔楼为例,采用反应谱振型分解法计算结构的动力特性和塔楼结构在竖向地震作用下的地震作效应,并找出塔楼的竖向地震影响系数,最后得出结论并提出建议。 相似文献
5.
使用变频器用户的增容工程供电方案确定 总被引:1,自引:2,他引:1
针对位于某工业开发区内一用户,申请将其1250 kW变频器调大至2500 kW的情况,接受此征询后,对该用户目前及增容后的电能情况进行测试,以了解其对电网注入的谐波大小与影响程度,从而确定对其供电的可能性。 相似文献
6.
闫维明 《华南建设学院西院学报》1997,(2)
本文根据随机振动理论,提出了地震作用下非正交阻尼线性体系动力反应的非经典振型分解反应谱方法,该法可为工程抗震设计所应用。 相似文献
7.
采用ANSYS软件建立了单层偏心框架实体仿真模型,充分考虑混凝土结构开裂后刚度的退化,输入多维地震动进行弹塑性反应分析,得出调节各柱纵向配筋率减小结构平扭耦联反应的方法,以供类似工程相关问题的研究参考。 相似文献
8.
The 1994 Northridge earthquake caused brittle fractures in steel moment frame building connections, despite causing little visible building damage in most cases. Future strong earthquakes are likely to cause similar damage to the many un-retrofitted pre-Northridge buildings in the western US and elsewhere. Without obvious permanent building deformation, costly intrusive inspections are currently the only way to determine if major fracture damage that compromises building safety has occurred. Building instrumentation has the potential to provide engineers and owners with timely information on fracture occurrence. Structural dynamics theory predicts and scale model experiments have demonstrated that sudden, large changes in structure properties caused by moment connection fractures will cause transient dynamic response. A method is proposed for detecting the building-wide level of connection fracture damage, based on observing high-frequency, fracture-induced transient dynamic responses in strong motion accelerograms. High-frequency transients are short (<1 s), sudden-onset waveforms with frequency content above 25 Hz that are visually apparent in recorded accelerations. Strong motion data and damage information from intrusive inspections collected from 24 sparsely instrumented buildings following the 1994 Northridge earthquake are used to evaluate the proposed method. The method’s overall success rate for this data set is 67%, but this rate varies significantly with damage level. The method performs reasonably well in detecting significant fracture damage and in identifying cases with no damage, but fails in cases with few fractures. Combining the method with other damage indicators and removing records with excessive noise improves the ability to detect the level of damage. 相似文献
9.
曲宁 《青岛理工大学学报》1989,(1)
本文提出了一种评定传感器技术指标的较好的方法。此方法较之以往采用的正弦或正弦扫频激励法具有明显的优点,可以满足传感器生产现场的需要。本文最后给出了实例。 相似文献
10.
This paper describes a new test to determine flexibility of beam-to-column connectors used in conventional pallet racking systems. In this study, two different ways were used to find the flexibility of a connector. The connector developed was tested using the conventional cantilever method [Bajoria, KM. Three dimensional progressive collapse of warehouse racking, PhD Thesis, University of Cambridge, UK 1986], and then also using a newly proposed double cantilever method. To verify the results obtained from both the tests, a full scale frame test was carried out. In the double cantilever test the connector is subjected to three types of forces namely moment, shear and the axial pull by the beams, thereby giving behavior close to practical usage of connectors. Non-linear finite element analysis of both the tests and also of the full scale test were carried out using ANSYS [ANSYS 7.0—User's Manual, ANSYS Inc., 2005] software. The results obtained from the double cantilever test were found to match well with the full scale frame test. The experimental results and the finite element results are compared in this paper. 相似文献