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MEMS环形谐振器椭圆模态中的锚损分析(英文)
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作者 熊壮 杨荷 袁明权 《强激光与粒子束》 EI CAS CSCD 北大核心 2016年第6期114-117,共4页
环形谐振器是微机电系统(MEMS)谐振器中典型结构之一。其中,椭圆模态是环形谐振器面内振动的一阶模态,也是使用最为普遍的模态。以降低谐振器振荡时的锚损为目标,以有限元分析为技术手段,采用能量法对环形谐振器锚点的几何尺寸进行定量... 环形谐振器是微机电系统(MEMS)谐振器中典型结构之一。其中,椭圆模态是环形谐振器面内振动的一阶模态,也是使用最为普遍的模态。以降低谐振器振荡时的锚损为目标,以有限元分析为技术手段,采用能量法对环形谐振器锚点的几何尺寸进行定量分析。分析结果表明,与研究者普遍认为的观点相反,谐振器锚点振荡模态的激发并不有助于提高谐振器的Q值。 展开更多
关键词 MEMS 环形谐振器 锚损 支撑点震动模态
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浅谈舟山500kV交联聚乙烯绝缘海底电缆运维情况
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作者 赵贺 韩磊 +2 位作者 丁同臻 曹晟哲 胡飞 《电气技术与经济》 2024年第10期252-253,260,共3页
随着国家海洋开发的大力推进,海上区域电力互联以及海上风力发电的发展,未来,我国高电压,长距离的海底电缆需求量旺盛。近年来,海缆电压等级和敷设长度却不断增加,现有的500kV交联聚乙烯绝缘海底电缆运维技术无法满足实际需求。因此国... 随着国家海洋开发的大力推进,海上区域电力互联以及海上风力发电的发展,未来,我国高电压,长距离的海底电缆需求量旺盛。近年来,海缆电压等级和敷设长度却不断增加,现有的500kV交联聚乙烯绝缘海底电缆运维技术无法满足实际需求。因此国网舟山供电公司依托两回500kV海缆,历时两年,通过“四精一全”管理模式,提炼了“海底电缆五二一防锚损管理”体系,摸索出一套500kV海缆运维新方法,有效的提高了海缆运维水平。 展开更多
关键词 500kV交联聚乙烯海缆 海缆运维 四精一全 海底电缆防锚损管理
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Simulation and Numerical Analysis on Anti-float Anchor by Field Rock and Soil Tests 被引量:1
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作者 Xiangling Zhou 《International Journal of Technology Management》 2014年第8期13-15,共3页
This paper introduces the stress and deformation of anti floating anchor rod and explained the damage. Through field testing and numerical analysis, the article were studied the displacement and internal force of a ba... This paper introduces the stress and deformation of anti floating anchor rod and explained the damage. Through field testing and numerical analysis, the article were studied the displacement and internal force of a basement tensile anti float anchor, results showed that: the axial force of bolt tension transfer is top-down transfer, axial force decreases, the stress concentrate on the end. When a force is applied to a certain load, end firstly generate damage, but with the deepening of the axial force, it is greatly reduced, which indicates that the anchor force is an effective length, rather than the longer the anchor pullout force is bigger; anchor group effect is a problem that can not be ignored, because the engineering community for its attention degree is not enough, so that the design of anti floating anchor the lack of a reliable basis, the test results can provide a reference for the future design of anti floating anchor. Prestressed anchors in the tension lock, prestressed loss are regularly. 展开更多
关键词 Anti-float anchor Anti-float pile Tensile type anchor
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Test analysis of stress characteristics on reinforcing rock slope with group anchorage cable 被引量:1
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作者 ZHANG Liang-liang XIA Yuan-you +2 位作者 GU Jin-cai LI Qi-min CHEN Chen 《Journal of Coal Science & Engineering(China)》 2010年第1期23-28,共6页
To research the reinforcement effect of a rock slope with group anchorage cables and the stress characteristics of pre-stressed anchorage cables in the fractured surface, the rock slope calculated model of a wedge blo... To research the reinforcement effect of a rock slope with group anchorage cables and the stress characteristics of pre-stressed anchorage cables in the fractured surface, the rock slope calculated model of a wedge block within the double-slide face was established by using the finite difference software according to the actual slope project combined with indoor model test. The pre-stress loss rule of the anchorage cable and the distribution of axial force and the force-transferring mechanism of the anchorage cable were analyzed during simulation. Also, based on the displacement contour and the safety factor of the calculated results, the quantitative analysis for the reinforcement ef- fect of the rock slope with group pre-stressed anchorage cable was discovered. The results computed by the software conform with the data in the experiment, which can prove the effectiveness and correctness of parameter selection and model building. Keywords group anchorage reinforcement, rock slope, joint fissure, pre-stressed anchorage cable, stress characteristics 展开更多
关键词 group anchorage reinforcement rock slope joint fissure pre-stressed anchorage cable stress characteristics
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Research on Stability Calculation Methods for Grillage Supporting Structure with Pre-stressed Anchor
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作者 Xiangling Zhou 《International Journal of Technology Management》 2014年第7期89-91,共3页
Aiming at prestressed anchor cable frame in the presence of reinforcement landslide problem, through the selection of test points, the paper study and tested soil pressure, frame internal force and prestress losses un... Aiming at prestressed anchor cable frame in the presence of reinforcement landslide problem, through the selection of test points, the paper study and tested soil pressure, frame internal force and prestress losses under prestressed anchor cable frame beam, reveal the law of internal force distribution, and provides a theory basis for the rational design of prestressed anchor cable in landslide. 展开更多
关键词 Frame anchor RELIABILITY lateral pressure coefficient landslide reinforcement
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