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Physical Frame Time-Slot Switching-A New Switching Technique over DWDM
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作者 许登元 窦军 涂建平 《Journal of Electronic Science and Technology of China》 2005年第3期208-212,263,共6页
A novel technique called physical frame time-slot switching (PFTS) is discussed and its technical and application aspects are analyzed. The format of the ethernet media access control (MAC) frame is borrowed in de... A novel technique called physical frame time-slot switching (PFTS) is discussed and its technical and application aspects are analyzed. The format of the ethernet media access control (MAC) frame is borrowed in defining the physical frame for PFTS and the transmission time for the maximum size of the MAC frame is defined as a physical frame time-slot (PFT). Consequently, user data can be fed into PFTS and switched in a single layer sub-network in an asynchronous mode. 展开更多
关键词 physical frame time-slot switching three dimension ethernet MAN ethernet-like physical frame single user plane architecture
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Application of time series modeling to a national reference frame realization 被引量:1
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作者 D.Fazilova Sh.Ehgamberdiev S.Kuzin 《Geodesy and Geodynamics》 2018年第4期281-287,共7页
This paper presents an option for modern dynamic terrestrial reference system realization in Uzbekistan for user needs. An additive model is explored to predict patterns of time series and investigate means of constru... This paper presents an option for modern dynamic terrestrial reference system realization in Uzbekistan for user needs. An additive model is explored to predict patterns of time series and investigate means of constructing forecast time series models in the future. The main components(trend, periodical, and irregular) of the KIUB(DORIS) and KIT3, TASH, MADK, and MTAL(GNSS) international stations coordinate time series were investigated. It was shown that seasonal nonlinear trends occurred both in the height(U) component of all stations and the east(E) component of high mountainous stations such as MTAL and MADK. The seasonal periodical portion of the time series determined from the additive model has a complicated pattern for all sites and can be explained as both hydrological signals in the region and improvement of observational quality. Amplitudes of the best-fitting sinusoids in the North component ranged between 1.73 and 8.76 mm; the East component ranged between 0.82 and 11.92 mm; and the Up component ranged between 3.11 and 40.81 mm. Regression analysis of the irregular portion of the height component of the two techniques at the Kitab station using tropospheric parameters(pressure and temperature) was confirmed as only 57% of the stochastic portion of the time series. 展开更多
关键词 Terrestrial dynamic reference frame time series analysis Forecasting model
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Special Relativity in Three-Dimensional Space-Time Frames
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作者 Tower Chen Zeon Chen 《International Journal of Astronomy and Astrophysics》 2016年第4期410-424,共15页
In Newton’s classical physics, space and time are treated as absolute quantities. Space and time are treated as independent quantities and can be discussed sepa-rately. With his theory of relativity, Einstein proved ... In Newton’s classical physics, space and time are treated as absolute quantities. Space and time are treated as independent quantities and can be discussed sepa-rately. With his theory of relativity, Einstein proved that space and time are de-pendent and must be treated inseparably. Minkowski adopted a four-dimensional space-time frame and indirectly revealed the dependency of space and time by adding a constraint for an event interval. Since space and time are inseparable, a three-dimensional space-time frame can be constructed by embedding time into space to directly show the interdependency of space and time. The formula for time dilation, length contraction, and the Lorenz transformation can be derived from graphs utilizing this new frame. The proposed three-dimensional space-time frame is an alternate frame that can be used to describe motions of objects, and it may improve teaching and learning Special Relativity and provide additional insights into space and time. 展开更多
关键词 Four-Dimensional Space-time frame Three-Dimensional Space-time time Contraction Length Contraction Lorenz Transformation Big Bang Multiple Big Bangs Quantum Entanglement
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屈曲约束支撑钢框架结构四水准抗震性能研究
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作者 闫傲 池沛 +2 位作者 罗来勇 晁贝贝 詹辅庆 《振动与冲击》 北大核心 2026年第1期257-267,共11页
随着第五代《中国地震动参数区划图》颁布实施,我国抗震设防体系由原有的三水准设防进一步完善为四水准体系。为系统评估屈曲约束支撑钢框架结构在不同地震水准下的抗震性能,设计一栋按8度设防的9层原型结构,基于OpenSees平台建立非线... 随着第五代《中国地震动参数区划图》颁布实施,我国抗震设防体系由原有的三水准设防进一步完善为四水准体系。为系统评估屈曲约束支撑钢框架结构在不同地震水准下的抗震性能,设计一栋按8度设防的9层原型结构,基于OpenSees平台建立非线性数值模型。通过弹塑性时程分析,考察结构的峰值响应、残余变形以及支撑的响应特性。在此基础上,进一步开展基于增量动力分析的地震易损性分析,以量化不同地震强度下结构的损伤概率。结果表明:结构能够实现三水准设防目标,在极罕遇地震作用下,基底剪力相较罕遇地震增加约60%,最大层间位移角达到罕遇地震限值的1.60倍,整体侧向变形为其2.24倍;残余位移角自设防地震起显著增大,均值约为0.25%,罕遇地震和极罕遇地震下残余变形由底部楼层向上扩展,多数楼层超过0.50%修复阈值;结构的峰值侧移随地震动增强趋于集中,但残余侧移趋于均匀;支撑自设防地震起开始发挥耗能作用,在前三个水准地震下无失效风险,在极罕遇地震下失效风险亦较低;在极罕遇地震作用下,结构完全损伤的超越概率显著高于罕遇地震,达到32.61%,面临较高的倒塌风险。 展开更多
关键词 屈曲约束支撑 钢框架 时程分析 抗震性能 极罕遇地震
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过程追踪视角下焦虑情绪对延迟选择的影响及机制:任务框架的调节作用
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作者 王怀勇 徐田田 叶青 《心理与行为研究》 北大核心 2026年第1期122-129,共8页
从过程追踪视角出发,运用眼动技术通过3个系列实验逐步深入探讨焦虑情绪对延迟选择的影响,及信息加工时间与任务框架在其中的中介和调节作用。结果发现:(1)焦虑影响延迟选择,即焦虑情绪组被试比非焦虑情绪组被试更倾向做出延迟选择;(2)... 从过程追踪视角出发,运用眼动技术通过3个系列实验逐步深入探讨焦虑情绪对延迟选择的影响,及信息加工时间与任务框架在其中的中介和调节作用。结果发现:(1)焦虑影响延迟选择,即焦虑情绪组被试比非焦虑情绪组被试更倾向做出延迟选择;(2)信息加工时间在焦虑对延迟选择的影响中起部分中介作用;(3)任务框架分别调节焦虑对信息加工时间与延迟选择的影响,即在积极框架下,有焦虑情绪的被试加工时间更长、更倾向延迟选择,而在消极框架下两组被试的延迟选择偏好无显著差异;(4)任务框架调节信息加工时间在焦虑与延迟选择关系中的中介作用,表现为有调节的中介,即在积极框架下,有焦虑情绪的被试加工时间更长而使其更倾向延迟选择,在消极框架下两组被试加工时间与延迟选择偏好无显著差异,中介效应不显著。研究结果对理解焦虑情绪如何及何时影响延迟选择,以及如何依据不同任务框架调节个体的焦虑水平进而灵活做出延迟或即时决策均有一定启示。 展开更多
关键词 焦虑情绪 延迟选择 信息加工时间 任务框架 眼动
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阻尼填充墙体外预应力自复位框架结构抗震性能数值分析
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作者 鲁亮 王华雨 +1 位作者 赵菲 夏婉秋 《东南大学学报(自然科学版)》 北大核心 2026年第2期211-219,共9页
为促进带填充墙体外预应力自复位框架(EPSCF)结构的实际应用,将阻尼填充墙(DIW)应用于EPSCF结构中。基于Abaqus软件分别建立了EPSCF无墙结构、EPSCF刚性连接填充墙(EPSCF-RCW)结构、EPSCF阻尼填充墙(EPSCF-DIW)结构的分析模型,并进行动... 为促进带填充墙体外预应力自复位框架(EPSCF)结构的实际应用,将阻尼填充墙(DIW)应用于EPSCF结构中。基于Abaqus软件分别建立了EPSCF无墙结构、EPSCF刚性连接填充墙(EPSCF-RCW)结构、EPSCF阻尼填充墙(EPSCF-DIW)结构的分析模型,并进行动力时程分析,得到各结构在多遇、设防烈度、罕遇地震作用下的动力响应。结果表明:填充墙的加入增大了EPSCF结构刚度;相较于RCW,DIW对EPSCF结构刚度的增强效应较弱,从而降低了填充墙对EPSCF结构变形能力的影响;罕遇地震作用下,RCW墙体最大主压应力为3.93 MPa,超过砌体强度设计值2.67 MPa,而DIW墙体则处于正常应力水平;同等烈度地震作用下,DIW墙体应力明显小于RCW,EPSCF-DIW结构各楼层剪力响应小于EPSCF-RCW;DIW相较RCW更适用于EPSCF结构,EPSCF-DIW结构具有良好的抗震性能。 展开更多
关键词 体外预应力自复位框架 阻尼填充墙 刚性连接填充墙 动力时程分析 抗震性能
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基于改进耐震时程法的大跨度刚构桥抗震性能研究
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作者 怀臣子 杨纪 +3 位作者 孙义贤 杨磊 余方亮 庞于涛 《安全与环境工程》 北大核心 2026年第1期131-139,共9页
传统耐震时程法基于无约束优化算法,具有构造耐震时程波耗时过长的问题。为提高耐震时程法的计算效率,提出了一种新的耐震时程波构造算法,以改进传统耐震时程法。以一座大跨度刚构桥为研究对象,利用SAP2000软件建立了非线性有限元模型,... 传统耐震时程法基于无约束优化算法,具有构造耐震时程波耗时过长的问题。为提高耐震时程法的计算效率,提出了一种新的耐震时程波构造算法,以改进传统耐震时程法。以一座大跨度刚构桥为研究对象,利用SAP2000软件建立了非线性有限元模型,分别采用改进的耐震时程法和非线性时程分析方法,对比分析了墩身弯矩、支座水平位移和最不利控制截面的能力需求比等参数,并基于构造的多条耐震时程波进行了算法稳定性研究。结果表明:改进的耐震时程法与非线性时程分析方法所得到的地震响应差异较小,表明改进的耐震时程法的准确性较高,且该算法的效率较高,其耐震时程波构造时间缩短为仅约5 min。该改进的耐震时程法准确、稳定且高效,适用于实际桥梁结构的抗震性能分析。 展开更多
关键词 耐震时程法 大跨度刚构桥 SAP2000软件 反应谱 地震响应
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框架式养殖平台气隙非线性影响因素分析
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作者 韦斯俊 梁园华 丁果林 《舰船科学技术》 北大核心 2026年第4期48-54,共7页
为准确地分析非线性因素对深远海框架式养殖平台气隙性能的影响。以某座大型框架式养殖平台为研究对象,基于势流理论、莫里森方程理论和刚体运动学原理,采用时域方法进行数值模拟,分析了平台瞬时湿表面、二阶波浪载荷、定位系泊系统、... 为准确地分析非线性因素对深远海框架式养殖平台气隙性能的影响。以某座大型框架式养殖平台为研究对象,基于势流理论、莫里森方程理论和刚体运动学原理,采用时域方法进行数值模拟,分析了平台瞬时湿表面、二阶波浪载荷、定位系泊系统、风载荷和流载荷等因素对气隙性能的影响。结果显示,考虑平台瞬时湿表面变化使得平台最小气隙值减小0.4~0.8 m;90°浪向二阶波浪载荷使得平台最小气隙值减小0.2~0.4 m;定位系泊系统不同预张力状态下平台最小气隙差值范围在0.1~0.2 m;风、流载荷引起平台垂向运动改变使得最小气隙值发生变化。研究表明,在进行框架式养殖平台气隙性能预报时,应合理考虑瞬时湿表面、二阶波浪载荷、定位系泊系统和风流载荷等因素。 展开更多
关键词 框架式养殖平台 气隙 时域方法 非线性因素
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面向矿用环境的TSN交换机关键技术研究
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作者 毛江尧 《煤矿机械》 2026年第1期236-240,共5页
针对煤矿井下复杂环境中时间敏感网络(TSN)同步精度易受干扰及多业务调度性能不足的问题,进行了增强技术研究。首先,在IEEE 802.1AS协议基础上,引入中值滤波抗差模块以抑制脉冲干扰,提升了时钟同步稳定性;然后,综合运用时间感知整形器(T... 针对煤矿井下复杂环境中时间敏感网络(TSN)同步精度易受干扰及多业务调度性能不足的问题,进行了增强技术研究。首先,在IEEE 802.1AS协议基础上,引入中值滤波抗差模块以抑制脉冲干扰,提升了时钟同步稳定性;然后,综合运用时间感知整形器(TAS)、基于信用的整形器(CBS)和帧抢占机制,设计了一种分层混合调度策略。仿真结果表明,所提同步方案能将绝大多数同步误差控制在±200 ns以内;混合调度策略在保障关键控制流低抖动的同时,有效避免了视频流的丢包与过大延迟。该研究为TSN技术在矿用高可靠性通信中的应用提供了有效解决方案。 展开更多
关键词 TSN 矿用通信 时间同步 流量调度 帧抢占
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特大连续刚构桥健康监测系统设计与运用
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作者 贺赛 袁吕 +2 位作者 彭文 何毅 黄纪东 《机电产品开发与创新》 2026年第1期36-39,共4页
在桥梁的服役期间,荷载的作用及环境的侵蚀会对其结构的安全状态产生显著影响。本文主要基于传感器监测技术、物联网技术及大数据分析技术,从健康监测系统总体框架、传感器子系统、数据采集与传输子系统和数据处理、预警及结构安全评估... 在桥梁的服役期间,荷载的作用及环境的侵蚀会对其结构的安全状态产生显著影响。本文主要基于传感器监测技术、物联网技术及大数据分析技术,从健康监测系统总体框架、传感器子系统、数据采集与传输子系统和数据处理、预警及结构安全评估子系统几个方面,以依托工程为背景,设计了特大连续刚构桥健康监测系统,并在工程实例中运用健康监测系统进行为期3个月监测期的实时结构监测,监测结果表明在监测周期内,各测点数据均在阈值范围内,桥梁运行状况良好。本文设计的健康监测系统能够综合实时评价桥梁安全状况,为桥梁安全管理提供重要依据。 展开更多
关键词 高速公路 特大连续刚构桥 健康监测系统 实时监测
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Intrusion Detection System for PS-Poll DoS Attack in 802.11 Networks Using Real Time Discrete Event System 被引量:5
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作者 Mayank Agarwal Sanketh Purwar +1 位作者 Santosh Biswas Sukumar Nandi 《IEEE/CAA Journal of Automatica Sinica》 SCIE EI CSCD 2017年第4期792-808,共17页
Wi-Fi devices have limited battery life because of which conserving battery life is imperative. The 802.11 Wi-Fi standard provides power management feature that allows stations(STAs) to enter into sleep state to prese... Wi-Fi devices have limited battery life because of which conserving battery life is imperative. The 802.11 Wi-Fi standard provides power management feature that allows stations(STAs) to enter into sleep state to preserve energy without any frame losses. After the STA wakes up, it sends a null data or PS-Poll frame to retrieve frame(s) buffered by the access point(AP), if any during its sleep period. An attacker can launch a power save denial of service(PS-DoS) attack on the sleeping STA(s) by transmitting a spoofed null data or PS-Poll frame(s) to retrieve the buffered frame(s) of the sleeping STA(s) from the AP causing frame losses for the targeted STA(s). Current approaches to prevent or detect the PS-DoS attack require encryption,change in protocol or installation of proprietary hardware. These solutions suffer from expensive setup, maintenance, scalability and deployment issues. The PS-DoS attack does not differ in semantics or statistics under normal and attack circumstances.So signature and anomaly based intrusion detection system(IDS) are unfit to detect the PS-DoS attack. In this paper we propose a timed IDS based on real time discrete event system(RTDES) for detecting PS-DoS attack. The proposed DES based IDS overcomes the drawbacks of existing systems and detects the PS-DoS attack with high accuracy and detection rate. The correctness of the RTDES based IDS is proved by experimenting all possible attack scenarios. 展开更多
关键词 Fault detection and diagnosis intrusion detection system(IDS) null data frame power save attack PS-Poll frame real time discrete event system(DES)
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升降机导轨架中标准节磨损程度的检测系统
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作者 陈晓峰 史宏旻 +2 位作者 周俊林 王海峰 衡铮 《建筑机械》 2026年第1期206-209,共4页
高层建筑施工过程中,施工升降机导轨架的安全性至关重要,直接影响施工人员和物料垂直运输效率与安全性。由于吊笼在沿导轨架往复运行时与标准节产生持续摩擦,标准节在长期服役中不可避免地出现磨损,当磨损程度达到失效阈值便会极大地增... 高层建筑施工过程中,施工升降机导轨架的安全性至关重要,直接影响施工人员和物料垂直运输效率与安全性。由于吊笼在沿导轨架往复运行时与标准节产生持续摩擦,标准节在长期服役中不可避免地出现磨损,当磨损程度达到失效阈值便会极大地增加施工事故风险。文章针对目前缺乏对标准节磨损程度的实时、准确评估手段的现状,在已有研究与专利技术基础上,提出了1种以标准节通过次数与速度影响参数为核心的检测系统。该系统通过在每个标准节上贴附具有唯一ID的标签,再结合装设于吊笼上的检测装置与速度传感器,实时监测吊笼对各标准节的实际经过次数及实际运行速度,与预存的失效总次数相比较,利用速度影响因子对磨损程度做动态修正,从而实现对标准节磨损程度的在线监测及预警。试验结果与应用示范表明,该系统具有部署成本低、检测精度高、实时性和可扩展性良好的优点,可有效保障升降机在高层建筑施工中的安全与效率。 展开更多
关键词 升降机 导轨架 标准节 磨损检测 速度影响 实时监测
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Reality of Space and Time
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作者 Tower Chen Zeon Chen 《Journal of Applied Mathematics and Physics》 2017年第4期774-784,共11页
In Newton’s classical physics, space and time are treated as absolute, independent quantities and can be discussed separately. In Special Relativity, Einstein proved that space and time are relative and dependent and... In Newton’s classical physics, space and time are treated as absolute, independent quantities and can be discussed separately. In Special Relativity, Einstein proved that space and time are relative and dependent and therefore must not be treated separately. Minkowski adopted four-dimensional space-time frames (4-d s-t frames), which indirectly revealed the dependency of space and time with the addition of a constraint for an event interval. We are not able to visualize 4-d s-t frames. Since space and time are inseparable, three-dimensional space-time frames (3-d s-t frames) can be constructed by embedding time into space to directly show the interdependency of space and time. Time contraction and length contraction can also be depicted graphically using 3-d s-t frames. We have much better understanding reality of space and time in 3-d s-t frames. This will lead to Contextual Reality for better understanding the universe. 展开更多
关键词 Special Relativity Four-Dimensional SPACE-time frameS 4-D S-T frameS Three-Dimensional SPACE-time frameS 3-D S-T frameS time CONTRACTION Length CONTRACTION CONTEXTUAL Attributes CONTEXTUAL REALITY
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动源时间副词的语义来源及演变机制 被引量:2
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作者 李小军 《语言科学》 北大核心 2025年第1期21-39,共19页
基于与行为事件之间的关系,时间副词可以分为时间情状与时间框架两类,本文一共讨论了27个时间副词的语义来源及形成机制。时间情状副词其源头动词的语义都是综合性的,语义演变的过程就是其他语义要素消失、只剩下情状方式这一个语义要素... 基于与行为事件之间的关系,时间副词可以分为时间情状与时间框架两类,本文一共讨论了27个时间副词的语义来源及形成机制。时间情状副词其源头动词的语义都是综合性的,语义演变的过程就是其他语义要素消失、只剩下情状方式这一个语义要素,同时经历了从描摹自身的动作情状转而描摹所修饰的动词性成分的时间情状这一过程,属于单纯的隐喻过程。时间框架副词其源头动词的语义是作为整体进入时间义的。要演变为时间框架副词,首先需要进入事件序列,在语篇中与行为事件构成时间框架关系,进而获得时间功能。这一路径的词基本上都存在重新分析的阶段,语义演变是一个转喻过程。 展开更多
关键词 动词 时间副词 时间情状 时间框架 语义演变
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Simulation of spatially coupling dynamic response of train-track time-variant system 被引量:26
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作者 向俊 李德建 曾庆元 《Journal of Central South University of Technology》 2003年第3期226-230,共5页
There exist three problems in the calculation of lateral vibration of the train-track time-variant system athome and abroad and the method to solve them is presented. Spatially coupling vibration analysis model of tra... There exist three problems in the calculation of lateral vibration of the train-track time-variant system athome and abroad and the method to solve them is presented. Spatially coupling vibration analysis model of train-track time-variant system is put forward. Each vehicle is modeled as a multi-body system with 26 degrees of freedomand the action of coupler is also considered. The track structure is modeled as an assembly of track elements with 30degrees of freedom, then the spatially coupling vibration matrix equation of the train-track time-variant system is es-tablished on the basis of the principle of total potential energy with stationary value and the "set-in-right-position"rule. The track vertical geometric irregularity is considered as the excitation source of the vertical vibration of thesystem, and the hunting wave of car bogie frame is taken as the excitation source of lateral vibration of the system.The spatially coupling vibration matrix equation of the system is solved by Wilson-θ direct integration method. Theapproximation of the calculated results to the spot test results demonstrates the feasibility and effectiveness of thepresented analysis method. Finally, some other vibration responses of the system are also obtained. 展开更多
关键词 vibration TRAIN TRACK time-variant SYSTEM HUNTING wave car BOGIE frame excitation source
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Shaking table experimental study of recycled concrete frame-shear wall structures 被引量:8
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作者 Zhang Jianwei Cao Wanlin +2 位作者 Meng Shaobin Yu Cheng Dong Hongying 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2014年第2期257-267,共11页
In this study, four 1/5 scaled shaking table tests were conducted to investigate the seismic performance of recycled concrete frame-shear wall structures with different recycled aggregates replacement rates and concea... In this study, four 1/5 scaled shaking table tests were conducted to investigate the seismic performance of recycled concrete frame-shear wall structures with different recycled aggregates replacement rates and concealed bracing detail. The four tested structures included one normal concrete model, one recycled coarse aggregate concrete model, and two recycled coarse and fi ne aggregate concrete models with or without concealed bracings inside the shear walls. The dynamic characteristics, dynamic response and failure mode of each model were compared and analyzed. Finite element models were also developed and nonlinear time-history response analysis was conducted. The test and analysis results show that the seismic performance of the recycled coarse aggregate concrete frame-shear wall structure is slightly worse than the normal concrete structure. The seismic resistance capacity of the recycled concrete frame-shear wall structure can be greatly improved by setting up concealed bracings inside the walls. With appropriate design, the recycled coarse aggregate concrete frame-shear wall structure and recycled concrete structure with concealed bracings inside the walls can be applied in buildings. 展开更多
关键词 recycled concrete frame-shear wall concealed bracings shaking table test nonlinear time-history response analysis
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Time, Length, and Mass Are Derived Quantities
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作者 Tower Chen Zeon Chen 《Journal of Modern Physics》 2016年第10期1192-1199,共8页
Fundamental units of measurements are kilograms, meters, and seconds—in regards to mass length, and time. All other measurements in mechanical quantities including kinetic quantities and dynamic quantities are called... Fundamental units of measurements are kilograms, meters, and seconds—in regards to mass length, and time. All other measurements in mechanical quantities including kinetic quantities and dynamic quantities are called derived units. These derived units can be expressed in terms of fundamental units, such as acceleration, area, energy, force, power, velocity and volume. Derived quantities will be referred to as time, length, and mass. In order to explain that fundamental units are not equivalent with fundamental quantities, we need to understand the contraction of time and length in Special Relativity. If we choose the velocity of light as fundamental quantity and length and time as derived quantities, then we are able to construct three-dimensional space-time frames. Three-dimensional space-time frames representing time with polar coordination, time contraction and length contraction can be shown graphically. 展开更多
关键词 Fundamental Units Fundamental Quantities Derived Units Derived Quantities Special Relativity Constant Velocity of Light Three-Dimensional Space-time frame
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Electrodynamics in Noninertial Reference Frames
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作者 Stanislav A. Podosenov Jaykov Foukzon +1 位作者 Alexander Potapov Elena Men’kova 《Journal of Applied Mathematics and Physics》 2016年第4期806-843,共38页
The electrodynamics both in RF with prescribed law of motion and in FR with prescribed structure is considered. Parallel comparison for solutions in “uniformly accelerated” NRF M?ller system and in uniformly acceler... The electrodynamics both in RF with prescribed law of motion and in FR with prescribed structure is considered. Parallel comparison for solutions in “uniformly accelerated” NRF M?ller system and in uniformly accelerated rigid NFR in the space of the constant curvature is carried out. The stationary criterion is formulated. On the basis of this criterion, one of the “eternal physical problems” concerning the field at uniformly accelerated charge motion is considered. The problems of electromagnetic wave spreading, Doppler’s effect and field transformations are discussed. 展开更多
关键词 Noninertial Reference frame (NFR) Möller System Space-time Curvature Anholonomic Transformations Doppler’s Effect Electromagnetic Wave
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The Explanation of the Michelson-Morley Experiment Results by Means Universal Frame of Reference
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作者 Karol Szostek Roman Szostek 《Journal of Modern Physics》 2017年第11期1868-1883,共16页
It is commonly thought that the Michelson-Morley experiment from 1887 and Kennedy-Thorndike experiment from 1932 demonstrated that the universal frame of reference (ether) does not exist and that the velocity of light... It is commonly thought that the Michelson-Morley experiment from 1887 and Kennedy-Thorndike experiment from 1932 demonstrated that the universal frame of reference (ether) does not exist and that the velocity of light in vacuum is absolutely constant. The analysis of this experiment led to the creation of the Special Theory of Relativity (STR). The article explains why Michelson-Morley and Kennedy-Thorndike experiments could not detect the universal frame of reference. In this article, a different transformation of time and position than the Lorentz transformation is derived on the basis of the geometric analysis of the Michelson-Morley and Kennedy-Thorndike experiments. The transformation is derived based on the assumption that the universal frame of reference (UFR) exists. UFR is a frame of reference in which the velocity of light is constant in every direction. In inertial frames of reference moving in the UFR, the velocity of light may be different. The article has derived the formula for relative speed and patterns for the maximum and minimum speed of light that can be measured in the inertial system. Finally, the anisotropy of the microwave background radiation has been explained by using the presented theory. According to the body kinematics model presented in this article, anisotropy of cosmic microwave background is the Doppler effect for observer moving in the UFR. 展开更多
关键词 Kinematics of Bodies UNIVERSAL frame of Reference COORDINATE and time Transformation One-Way Speed of Light Anisotropy of COSMIC Microwave Background
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基于帧保序缓存的时间敏感网络FRER机制
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作者 蔡岳平 胡绍柳 韩笑 《通信学报》 北大核心 2025年第3期164-173,共10页
为解决时间敏感网络帧复制与消除可靠性(FRER)机制的帧乱序导致缓存区溢出帧丢弃问题,提出了一种基于相交节点处帧保序缓存的FRER机制。该机制在FRER路径对的相交节点处通过帧到达事件和定时器超时事件提前对无序帧进行重排序,保证帧的... 为解决时间敏感网络帧复制与消除可靠性(FRER)机制的帧乱序导致缓存区溢出帧丢弃问题,提出了一种基于相交节点处帧保序缓存的FRER机制。该机制在FRER路径对的相交节点处通过帧到达事件和定时器超时事件提前对无序帧进行重排序,保证帧的有序转发。同时还对保序缓存区大小和定时器的设计进行了分析。仿真结果表明,与传统帧排序机制相比,所提机制有效降低了帧丢失率、平均时延及抖动。 展开更多
关键词 时间敏感网络 帧复制与消除 保序缓存
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