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Dynamic connectedness and network in the high moments of cryptocurrency,stock,and commodity markets
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作者 Waqas Hanif Hee‑Un Ko +1 位作者 Linh Pham Sang Hoon Kang 《Financial Innovation》 2023年第1期2388-2427,共40页
This study examines the connectedness in high-order moments between cryptocurrency,major stock(U.S.,U.K.,Eurozone,and Japan),and commodity(gold and oil)markets.Using intraday data from 2020 to 2022 and the time and fr... This study examines the connectedness in high-order moments between cryptocurrency,major stock(U.S.,U.K.,Eurozone,and Japan),and commodity(gold and oil)markets.Using intraday data from 2020 to 2022 and the time and frequency connectedness models of Diebold and Yilmaz(Int J Forecast 28(1):57–66,2012)and Barunik and Křehlik(J Financ Econom 16(2):271–296,2018),we investigate spillovers among the markets in realized volatility,the jump component of realized volatility,realized skewness,and realized kurtosis.These higher-order moments allow us to identify the unique characteristics of financial returns,such as asymmetry and fat tails,thereby capturing various market risks such as downside risk and tail risk.Our results show that the cryptocurrency,stock,and commodity markets are highly connected in terms of volatility and in the jump component of volatility,while their connectedness in skewness and kurtosis is smaller.Moreover,jump and volatility connectedness are more persistent than that of skewness and kurtosis connectedness.Our rolling-window analysis of the connectedness models shows that connectedness varies over time across all moments,and tends to increase during periods of high uncertainty.Finally,we show the potential of gold and oil as hedging and safe-haven investments for other markets given that they are the least connected to other markets across all moments and investment horizons.Our findings provide useful information for designing effective portfolio management and cryptocurrency regulations. 展开更多
关键词 SPILLOVERS high moments high frequency HEDGING
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NEW RANGE ALIGNMENT ALGORITHM FOR ISAR BASED ON HIGH ORDER MOMENT 被引量:1
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作者 Wang Ling Zhu Daiyin Zhu Zhaoda 《Journal of Electronics(China)》 2007年第4期509-514,共6页
A new technique is proposed for range alignment in Inverse Synthetic Aperture Radar (ISAR). The basic idea is to perform range alignment using a maximum kurtosis (fourth-order central moment) criterion. After maxi... A new technique is proposed for range alignment in Inverse Synthetic Aperture Radar (ISAR). The basic idea is to perform range alignment using a maximum kurtosis (fourth-order central moment) criterion. After maximizing the kurtosis of the combined range profile of two adjacent echoes, the amount of range shift between them can be automatically tracked out. The combined range profile is constructed by a max operation, which only reserves the larger elements of the two echoes, and the echoes' amplitudes are limited before they are combined. This algorithm has bee~ used to process real ISAR data and the results demonstrate the effectiveness of the method. Compared with the correlation method and the minimum entropy method, the proposed algorithm obtains much better results in both examples in this paper. Its computation complexity has the same order of magnitude as the minimum entropy method. 展开更多
关键词 Inverse Synthetic Aperture Radar (ISAR) Range alignment high order moment Kutosis
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AUTOMATIC TARGET RECOGNITION OF RADAR HRRP BASED ON HIGH ORDER CENTRAL MOMENTS FEATURES
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作者 Luo Si Li Shaohong 《Journal of Electronics(China)》 2009年第2期184-190,共7页
The paper addresses the problem of target recognition using High-resolution Radar Range Profiles(HRRP).A novel approach of feature extraction and dimension reduction based on extended high order central moments is pro... The paper addresses the problem of target recognition using High-resolution Radar Range Profiles(HRRP).A novel approach of feature extraction and dimension reduction based on extended high order central moments is proposed in order to reduce the dimension of range profiles.Features extracted from radar HRRPs are normalized and smoothed,and then comparative analysis of the similar approaches is done.The range profiles are obtained by step frequency technique using the two-dimensional backscatters distribution data of four different aircraft models.The template matching method by nearest neighbor rules,which is based on the theory of kernel methods for pattern analysis,is used to classify and identify the range profiles from four different aircrafts.Numerical simulation results show that the proposed approach can achieve good performance of stability,shift independence and higher recognition rate.It is helpful for real-time identification and the engineering implements of automatic target recognition using HRRP.The number of required templates could be reduced con-siderably while maintaining an equivalent recognition rate. 展开更多
关键词 high Resolution Radar(HRR) Range profiles Feature extraction high Order Central moments(HOCM)
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Higher Order Moment Spectra Time-Frequency Analysis of the Geophysical Signal 被引量:1
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作者 Liu Xiang hong, Zhao Zheng yu , Xie Shu guo, Ni Bin\|bin School of Electronic Information, Wuhan University, Wuhan 430072, China 《Wuhan University Journal of Natural Sciences》 EI CAS 2001年第4期801-806,共6页
On the basis of an introduction of the Wigner Higher-Order spectra (WHOS) and a general class of time-frequency higher-order moment spectra, the geophysical signal was analyzed using the higher order time-frequency di... On the basis of an introduction of the Wigner Higher-Order spectra (WHOS) and a general class of time-frequency higher-order moment spectra, the geophysical signal was analyzed using the higher order time-frequency distributions (TFD). Simulation results obtained in this paper show that the higher-order TFD (Wigner Bispectrum, Wigner Trispectrum and Choi-Williams Trispectrum) have much better Time-Frequency Concentration than the second-order TFD, and the reduced interference higher-order TFD such as CWT can effectively reduce the cross-term in multicomponent signals and simultaneously obtain high time-frequency concentration. 展开更多
关键词 non stationary Wigner high order spectra time frequency higher order moment spectra cross term attenuation
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Minimum Curve Radii for High-Speed Trains, Including the Gyroscopic Moments of the Wheels
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作者 Ronald L. Huston 《World Journal of Engineering and Technology》 2017年第1期113-124,共12页
This paper studies the title problem including an analysis of the gyroscopic effects of the wheels of a rail-car travelling at high-speed around a level, horizontal curve. The analysis is based upon the fundamental pr... This paper studies the title problem including an analysis of the gyroscopic effects of the wheels of a rail-car travelling at high-speed around a level, horizontal curve. The analysis is based upon the fundamental principles of dynamics. The result is a design formula for the minimum curve radius needed to prevent derailment. Aside from the rail car geometric and physical properties, the minimum curve radius depends upon the square the train speed. An illustrative example shows that the wheel gyroscopic effect is destabilizing and additive to the centrifugal force derailment tendency. From a track design perspective, however, the gyroscopic effect is relatively small compared with the centrifugal force effect. 展开更多
关键词 high-Speed TRAIN RAIL Track Design WHEEL Gyroscopic momentS
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On the Spectral Moments of Wind Waves 被引量:2
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作者 LI Luping(李陆平) +1 位作者 HUANG Peiji(黄培基) 《China Ocean Engineering》 SCIE EI 2002年第1期135-140,共6页
In order to obtain high order spectral moments, the residual moment M(w(n))(i) = integral(0)(wn) w(i)S(w)dw, as proposed by Denis s, is presented for approximate estimation of spectral moment m(i) = integral(0)(infini... In order to obtain high order spectral moments, the residual moment M(w(n))(i) = integral(0)(wn) w(i)S(w)dw, as proposed by Denis s, is presented for approximate estimation of spectral moment m(i) = integral(0)(infinity) w(i)S(w)dw. Glazman's partial averaging idea is discussed. It is pointed out that Glazman's method and definition of non-dimensional spectral moment can not be used to estimate spectral moments for engineering purposes and that method is not supported by theory and computation. The non-dimensional spectral moment of PM spectrum, which should be expressed as [GRAPHICS] is related to wind speed. The 0 - 8th moments of PM spectrum are estimated for wind speeds of 10, 20 and 30 m/s and some discussions are given. 展开更多
关键词 spectral moment high order moment residual moment cut-off frequency
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Blur Image Edge to Enhance Zernike Moments for Object Recognition 被引量:1
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作者 Chihying Gwo Anwen Deng 《Journal of Computer and Communications》 2016年第15期79-91,共13页
Zernike moments (ZMs) are a set of orthogonal moments which have been successfully used in the fields of image processing and pattern recognition. A combination of edge blurring with ZMs computation was introduced. In... Zernike moments (ZMs) are a set of orthogonal moments which have been successfully used in the fields of image processing and pattern recognition. A combination of edge blurring with ZMs computation was introduced. In this study, several kinds of artificial binary stripe images were used to investigate the effects of edge blurring on the absolute mean error of reconstructed image from high-order ZMs. After the blurring process, the reconstruction errors were increased dramatically at edge pixels, but decreased on non-edge pixels. The experimental results demonstrated that 2-pixel blurring approach provided better performance for reducing reconstruction error. Finally, a template matching between two real images was simulated to illustrate the effectiveness of the proposed method. 展开更多
关键词 Zernike moments Pattern Recognition high-Order ZMs Template Matching
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Local buckling failure analysis of high-strength pipelines 被引量:3
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作者 Yan Li Jian Shua +2 位作者 Zhong-Li Jin Ya-Tong Zhao Kui Xu 《Petroleum Science》 SCIE CAS CSCD 2017年第3期549-559,共11页
Pipelines in geological disaster regions typically suffer the risk of local buckling failure because of slender structure and complex load. This paper is meant to reveal the local buckling behavior of buried pipelines... Pipelines in geological disaster regions typically suffer the risk of local buckling failure because of slender structure and complex load. This paper is meant to reveal the local buckling behavior of buried pipelines with a large diameter and high strength, which are under different conditions, including pure bending and bending combined with internal pressure. Finite element analysis was built according to previous data to study local buckling behavior of pressurized and unpressurized pipes under bending conditions and their differences in local buckling failure modes. In parametric analysis, a series of parameters,including pipe geometrical dimension, pipe material properties and internal pressure, were selected to study their influences on the critical bending moment, critical compressive stress and critical compressive strain of pipes.Especially the hardening exponent of pipe material was introduced to the parameter analysis by using the Ramberg–Osgood constitutive model. Results showed that geometrical dimensions, material and internal pressure can exert similar effects on the critical bending moment and critical compressive stress, which have different, even reverse effects on the critical compressive strain. Based on these analyses, more accurate design models of critical bending moment and critical compressive stress have been proposed for high-strength pipelines under bendingconditions, which provide theoretical methods for highstrength pipeline engineering. 展开更多
关键词 Local buckling high-strength pipeline Finiteelement analysis Critical bending moment Criticalcompressive stress Critical compressive strain
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房地产市场与绿色金融市场的高阶矩风险溢出效应分析
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作者 齐锡晶 翟宇星 翟嘉 《东北大学学报(社会科学版)》 CSSCI 北大核心 2024年第5期44-54,共11页
随着我国绿色金融蓬勃发展,房地产业转型逐步提速,房地产市场与绿色金融市场互联互通程度逐渐加深,科学衡量两个市场间风险溢出效应变得尤为重要。基于GARCHSK模型和DY溢出指数模型,分析了房地产市场与绿色金融市场的发展现状、溢出机... 随着我国绿色金融蓬勃发展,房地产业转型逐步提速,房地产市场与绿色金融市场互联互通程度逐渐加深,科学衡量两个市场间风险溢出效应变得尤为重要。基于GARCHSK模型和DY溢出指数模型,分析了房地产市场与绿色金融市场的发展现状、溢出机制及各阶矩风险溢出,聚焦高阶矩风险溢出。研究结果表明,两市场间存在具有显著时变特征的双向风险溢出;多数情况下,房地产市场是风险的净传递方,且对不同绿色金融市场的风险溢出情况有所不同。根据研究结果,围绕市场监管者、房地产开发企业和绿色金融投资者三个层面提出了政策建议。 展开更多
关键词 房地产市场 绿色金融 高阶矩 风险溢出效应
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简支变结构连续小箱梁桥负弯矩区UHPC-NC组合桥面板抗裂性研究 被引量:1
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作者 李俊 《铁道标准设计》 北大核心 2024年第5期75-81,96,共8页
针对当前简支变结构连续小箱梁桥负弯矩区钢束易堵孔、运营中桥面开裂病害等问题,提出一种无负弯矩钢束的UHPC-NC组合桥面板结构。以一座3×30 m简支变结构连续小箱梁桥为研究对象,以正常使用极限状态梁体不开裂为控制准则确定UHPC... 针对当前简支变结构连续小箱梁桥负弯矩区钢束易堵孔、运营中桥面开裂病害等问题,提出一种无负弯矩钢束的UHPC-NC组合桥面板结构。以一座3×30 m简支变结构连续小箱梁桥为研究对象,以正常使用极限状态梁体不开裂为控制准则确定UHPC合理构造尺寸,对所提出的负弯矩组合桥面板结构进行1∶2的缩尺模型试验。试验显示:裂缝首先出现于UHPC-NC交界面处的普通混凝土部分,随后逐渐向UHPC层沿伸,且C50混凝土开裂、梁体破坏对应的截面弯矩分别为3 520,9 152 kN·m(考虑1∶8弯矩缩尺比),大于正常使用极限状态、承载能力极限状态梁体截面弯矩3 300,5 838 kN·m,即该组合桥面板结构满足小箱梁的抗裂与承载能力要求。基于试验结果建立精细化有限元模型,采用参数分析法研究UHPC厚度对梁体开裂荷载、极限承载力等方面的影响。结果表明:梁体开裂弯矩主要由UHPC上覆层厚度决定,相较于普通钢筋混凝土梁,5 cm厚的UHPC上覆层可将梁体开裂弯矩提高28.9%,7.5 cm厚的UHPC上覆层可将梁体开裂弯矩提高41.6%;在配筋率不变的情况下,增大UHPC层厚度对梁体承载力无显著提升。综合考虑梁体受力性能以及施工便利性,建议背景工程UHPC厚度取10 cm。 展开更多
关键词 预应力混凝土桥 箱梁桥 模型试验 负弯矩区 超高性能混凝土 抗裂构造 数值模拟
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电磁计算与电磁工业软件
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作者 李斌 徐立 +4 位作者 王浩 尹俊辉 胡权 胡玉禄 杨中海 《电子科技大学学报》 EI CAS CSCD 北大核心 2024年第6期803-815,共13页
概要介绍了电磁计算与电磁工业软件的研究进展。1)介绍了电磁计算方法的研究进展,对解析方法、高频近似方法、全波计算方法、快速计算方法,以及近年发展起来的混合方法进行了阐述;2)概述了基于时域有限差分方法(FDTD)、有限元法(FEM)、... 概要介绍了电磁计算与电磁工业软件的研究进展。1)介绍了电磁计算方法的研究进展,对解析方法、高频近似方法、全波计算方法、快速计算方法,以及近年发展起来的混合方法进行了阐述;2)概述了基于时域有限差分方法(FDTD)、有限元法(FEM)、矩量法(MoM)等全波计算方法的3款国际主流商业电磁计算软件的特点和发展历程;3)介绍了我国具有自主知识产权的“摇光”高频电磁工业软件的算法体系、软件功能以及实际应用情况;4)对电磁计算与电磁工业软件的未来发展进行了总结和展望。 展开更多
关键词 电磁计算 电磁工业软件 时域有限差分方法 有限元法 矩量法 摇光高频电磁仿真软件
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The Maximum Effective Moment Criterion (MEMC) and Its Implications in Structural Geology 被引量:15
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作者 ZHENG Yadong WANG Tao WANG Xinshe 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2006年第1期70-78,共9页
The MohroCoulomb criterion has been widely used to explain formation of fractures. However, it fails to explain large strain deformation that widely occurs in nature. There is presently a new theory, the MEMC, which i... The MohroCoulomb criterion has been widely used to explain formation of fractures. However, it fails to explain large strain deformation that widely occurs in nature. There is presently a new theory, the MEMC, which is mathematically expressed as Meff = ((σ1-σ3) L.sin 2α sin α)/2, where σ1-σ3 represents the yield strength of the related rock, L is a unit length and a is the angle between σ1 and deformation bands. This criterion demonstrates that the maximum value appears at angles of ±54.7° to σ1 and there is a slight difference in the moment in the range of 55°±10°. The range covers the whole observations available from nature and experiments. Its major implications include: (1) it can be used to determine the stress state when the related deformation features formed; (2) it provides a new approach to determine the Wk of the related ductile shear zone if only the ratio of the vorticity and strain rate remains fixed; (3) It can be used to explain (a) the obtuse angle in the contraction direction of conjugate kink-bands and extensional crenulation cleavages, (b) formation of low-angle normal faults and high-angle reverse faults, (c) lozenge ductile shear zones in basement terranes, (d) some crocodile structures in seismic profiles and (e) detachment folds in foreland basins. 展开更多
关键词 maximum effective moment criterion crenulation cleavage low-angle normal fault high-angle reverse fault crocodile structure lozenge structure detachment fold
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结合BP神经网络和高阶矩法的渡槽侧墙抗弯时变可靠度分析 被引量:1
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作者 张龙文 周伦秀 刘倩 《中国农村水利水电》 北大核心 2024年第1期16-24,共9页
基于BP神经网络与高阶矩法,结合实测数据,提出了钢筋混凝土渡槽侧墙抗弯时变可靠度分析方法。为评估钢筋锈蚀影响下的渡槽侧墙抗弯时变可靠度,考虑混凝土结构中钢筋有效截面面积损失效应,导出渡槽侧墙承载能力极限状态下的抗弯时变功能... 基于BP神经网络与高阶矩法,结合实测数据,提出了钢筋混凝土渡槽侧墙抗弯时变可靠度分析方法。为评估钢筋锈蚀影响下的渡槽侧墙抗弯时变可靠度,考虑混凝土结构中钢筋有效截面面积损失效应,导出渡槽侧墙承载能力极限状态下的抗弯时变功能函数;接着,结合钢筋锈蚀实测数据和BP神经网络原理设计钢筋锈蚀速率预测模型,通过半球形点蚀模型建立混凝土结构中钢筋有效截面面积计算公式;在此基础上,引入点估计-高阶矩可靠度理论发展渡槽结构时变可靠度分析方法,最后将提出的方法应用于某实际渡槽侧墙抗弯时变可靠度分析。结果表明:较之以往的8个实用经验模型,本文所建BP神经网络预测模型可以更准确、综合、简便、快速地预测混凝土结构中的钢筋锈蚀速率;通过与蒙特卡洛模拟法对比验证,本文方法求解时变可靠指标高效准确,可为渡槽时变可靠度评估预测提供一条有效的途径。 展开更多
关键词 渡槽 时变可靠度 钢筋锈蚀 BP神经网络 高阶矩
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装配式高强钢组合延性桁框结构滞回性能研究
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作者 王凤 陈树利 +2 位作者 袁梦皓 李宁 王珊珊 《建筑科学与工程学报》 CAS 北大核心 2024年第5期23-32,共10页
为研究装配式高强钢组合延性桁框结构(HSS-PSTMF)的抗震性能并扩展其工程应用,通过ABAQUS有限元软件建立了不同耗能段长度和节间数量的HSS-PSTMF模型;对装配式高强钢组合延性桁框结构的滞回性能进行了数值分析,研究了耗能段长度、节间... 为研究装配式高强钢组合延性桁框结构(HSS-PSTMF)的抗震性能并扩展其工程应用,通过ABAQUS有限元软件建立了不同耗能段长度和节间数量的HSS-PSTMF模型;对装配式高强钢组合延性桁框结构的滞回性能进行了数值分析,研究了耗能段长度、节间数量及长深比对结构承载力、刚度、延性和耗能能力的影响规律。结果表明:延性桁框结构(STMF)体系中主要通过耗能段耗散地震能量;改变耗能段长度对结构的承载力、延性、刚度、耗能能力影响较大;当耗能段长度一定时,改变耗能段节间数量对结构的承载力、延性、耗能能力影响较小;耗能段长度介于0.2L~0.4L(L为跨度)之间且耗能段任何节间的长深比在0.67~1.5时结构抗震性能较好;耗能段长度介于0.4L~0.5L时,在满足结构安全性要求的前提下,可以将结构的长深比提高到3。 展开更多
关键词 装配式高强钢组合延性桁框结构 承载力 滞回性能 耗能段长度
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UHPC-窄幅钢箱组合梁裂缝宽度计算方法
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作者 黄荆 莫时旭 +1 位作者 刘晓贝 郑艳 《混凝土》 CAS 北大核心 2024年第8期63-66,89,共5页
针对钢-混凝土组合梁负弯矩区易开裂的情况,提出了UHPC-窄幅钢箱组合梁结构,通过UHPC抵抗组合梁负弯矩区的拉力。通过对5根试验梁进行负弯矩下的静力加载试验,得到不同钢纤维掺量对翼板中裂缝分布的影响,分析了各试验梁的裂缝分布特点,... 针对钢-混凝土组合梁负弯矩区易开裂的情况,提出了UHPC-窄幅钢箱组合梁结构,通过UHPC抵抗组合梁负弯矩区的拉力。通过对5根试验梁进行负弯矩下的静力加载试验,得到不同钢纤维掺量对翼板中裂缝分布的影响,分析了各试验梁的裂缝分布特点,并推导了裂缝宽度的计算方法,得到理论值与试验值吻合良好。 展开更多
关键词 组合梁 负弯矩 超高性能混凝土 裂纹扩展
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负弯矩区部分充填式窄幅钢箱-UHPC-NC组合梁抗剪承载力研究
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作者 祝俊祥 郑艳 +1 位作者 莫时旭 檀新宁 《铁道科学与工程学报》 EI CAS CSCD 北大核心 2024年第10期4136-4147,共12页
为研究部分充填式窄幅钢箱-UHPC-NC组合梁负弯矩区受剪性能,开展3根部分充填式窄幅钢箱组合梁加载试验,研究组合梁的破坏模式、变形及裂缝分布规律。基于ABAQUS软件建立组合梁有限元模型,通过试验结果验证模型的准确性,并分析充填混凝... 为研究部分充填式窄幅钢箱-UHPC-NC组合梁负弯矩区受剪性能,开展3根部分充填式窄幅钢箱组合梁加载试验,研究组合梁的破坏模式、变形及裂缝分布规律。基于ABAQUS软件建立组合梁有限元模型,通过试验结果验证模型的准确性,并分析充填混凝土强度fcu、充填混凝土高度hf、UHPC层厚度hu和剪跨比λ对组合梁抗剪承载力的影响。研究结果表明:3根组合梁钢箱上箱室均发生剪切破坏,翼板跨中出现弯曲主裂缝,加载点与支座间产生剪切斜裂缝。在弹性阶段,UHPC和NC、钢箱与翼板协同工作性能良好,NC翼板组合梁端部表现出明显的剪切破坏;UHPC翼板组合梁的开裂荷载、屈服荷载及极限荷载较NC翼板组合梁分别提高55%、37.5%和12.5%,最大裂缝宽度从1.48 mm降至0.82 mm。有限元模型计算与试验结果吻合良好,可用于组合梁受力性能参数分析。组合梁抗剪承载力随hu的增加基本呈线性关系,当hu从0增加至100 mm时,组合梁抗剪承载力提高12.5%;当hf达到0.3后、提高fcu对组合梁抗剪承载力的影响并不显著,hf应控制在0.3左右且fcu不宜过高;组合梁抗剪承载力随着λ的增加基本呈线性关系递减,λ=2.8为组合梁弯剪破坏和受弯破坏界限剪跨比。提出考虑钢箱、充填混凝土和翼板贡献的组合梁抗剪承载力计算公式,并与试验和数值模拟结果进行验证分析,结果吻合良好且偏于安全。 展开更多
关键词 窄幅钢箱组合梁 负弯矩区 超高性能混凝土 充填混凝土 抗剪承载力
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旋磁非线性传输线原理分析和初步实验
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作者 崔言程 孟进 +2 位作者 袁玉章 黄立洋 朱丹妮 《国防科技大学学报》 EI CAS CSCD 北大核心 2024年第3期222-228,共7页
作为一种特殊的宽带高功率微波源,旋磁非线性传输线(gyromagnetic nonlinear transmission lines,GNLTL)由于中心频率高、易于调频以及可以高重频运行等特点,得到了广泛的关注。为明确GNLTL的特殊工作机理,对比分析GNLTL与传统旋磁应用... 作为一种特殊的宽带高功率微波源,旋磁非线性传输线(gyromagnetic nonlinear transmission lines,GNLTL)由于中心频率高、易于调频以及可以高重频运行等特点,得到了广泛的关注。为明确GNLTL的特殊工作机理,对比分析GNLTL与传统旋磁应用场景的不同之处。从微观磁化动力学入手,针对GNLTL产生微波的原因进行定性解释。搭建一套低功率的验证实验装置,重点针对实验场景构建、GNLTL设计进行介绍。实验得到微波信号的中心频率为750 MHz,3 dB波束带宽达12%,峰值功率为245 kW,初步验证了GNLTL的微波产生效果。 展开更多
关键词 宽带高功率微波 旋磁非线性传输线 磁矩进动 脉冲调制
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装配式组合梁负弯矩区阶梯型UHPC接缝抗裂性能试验研究
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作者 屈志浩 邵旭东 +2 位作者 邱明红 熊伟 贾贤盛 《建筑科学与工程学报》 CAS 北大核心 2024年第5期1-13,共13页
为提高装配式组合梁负弯矩区桥面板抗裂性能,简化施工工艺,提出了组合梁桥负弯矩区阶梯型超高性能混凝土(UHPC)湿接缝方案。以湖北某装配式组合梁桥为背景,设计制作了1根1∶2缩尺模型试件进行负弯矩加载,对阶梯型UHPC接缝抗裂性能进行... 为提高装配式组合梁负弯矩区桥面板抗裂性能,简化施工工艺,提出了组合梁桥负弯矩区阶梯型超高性能混凝土(UHPC)湿接缝方案。以湖北某装配式组合梁桥为背景,设计制作了1根1∶2缩尺模型试件进行负弯矩加载,对阶梯型UHPC接缝抗裂性能进行试验研究。利用截面非线性计算方法对接缝区域钢筋应变进行非线性分析,基于分析结果,讨论了UHPC基体裂缝宽度实测值与规范计算值之间的差异。结果表明:试件破坏模式为纯弯段内钢梁底板屈曲破坏;负弯矩作用下,钢梁与混凝土桥面板之间的最大滑移量为0.163 mm,接缝区域截面应变分布基本满足平截面假定,接缝与预制部分共同受力良好;UHPC与普通混凝土(NC)具有不同的裂缝分布特征,UHPC裂缝分布较密,而NC裂缝分布较疏;接缝区域内,区域Ⅱ以及接缝截面裂缝发展较快,钢-UHPC截面抗裂能力强于钢-NC-UHPC截面;试件接缝区域桥面板顶面裂缝宽度达到0.1 mm时,接缝界面名义应力超过12.8 MPa,安全系数达到了1.69;非线性计算方法可以有效预测钢筋应变;接缝区域UHPC基体裂缝宽度宜采用UHPC行业标准或法国UHPC规范进行计算,计算时宜考虑混凝土的抗拉贡献;阶梯型UHPC接缝方案具有优异的安全与耐久性能,施工方便,能够满足实际工程需求。 展开更多
关键词 桥梁工程 超高性能混凝土接缝 试验研究 组合梁负弯矩区 裂缝分析
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狄拉克材料高次谐波的反常椭偏依赖(特邀)
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作者 钱晨 陆瑞锋 《光子学报》 EI CAS CSCD 北大核心 2024年第6期3-12,共10页
基于半导体布洛赫方程模拟了石墨烯和拓扑绝缘体在不同椭偏度激光驱动下的高次谐波辐射强度,分析了狄拉克锥附近电子独特的跃迁动力学,阐明了反常椭偏依赖高次谐波的物理机制,建立了狄拉克电子结构与高次谐波反常椭偏依赖现象的直接联系... 基于半导体布洛赫方程模拟了石墨烯和拓扑绝缘体在不同椭偏度激光驱动下的高次谐波辐射强度,分析了狄拉克锥附近电子独特的跃迁动力学,阐明了反常椭偏依赖高次谐波的物理机制,建立了狄拉克电子结构与高次谐波反常椭偏依赖现象的直接联系,为利用高次谐波光学表征狄拉克材料以及探测狄拉克电子的超快非线性光学特性提供理论参考。 展开更多
关键词 高次谐波 反常椭偏依赖 狄拉克锥 石墨烯 跃迁偶极矩
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基于高阶矩函数的雷达目标微动参数估计方法 被引量:12
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作者 邓冬虎 张群 +2 位作者 罗迎 李宏伟 林永照 《电子学报》 EI CAS CSCD 北大核心 2013年第12期2339-2345,共7页
提出了一种适用于窄带雷达信号的微动参数快速估计方法.该方法首先对目标回波信号进行混频处理,并去除直流分量后计算高阶矩函数,通过检测不同时延下高阶矩虚数部分傅里叶变换累积结果的峰值位置,可快速获得目标部件的旋转频率.然后结... 提出了一种适用于窄带雷达信号的微动参数快速估计方法.该方法首先对目标回波信号进行混频处理,并去除直流分量后计算高阶矩函数,通过检测不同时延下高阶矩虚数部分傅里叶变换累积结果的峰值位置,可快速获得目标部件的旋转频率.然后结合串行消除的方法实现对旋转半径和初相的快速准确估计.最后,仿真验证了该方法的有效性. 展开更多
关键词 窄带雷达 微动 参数估计 高阶矩
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