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Vibrational effects on electron momentum distributionsof outer valence orbitals of benzene
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作者 Yu Zhang Shanshan Niu +3 位作者 Yaguo Tang Yichun Wang Xu Shan Xiangjun Chen 《Chinese Physics B》 SCIE EI CAS CSCD 2020年第2期269-274,共6页
The outer valence electron momentum distributions of benzene are reinvestigated with theoretical calculations involving the vibrational effects.The results are compared with recent experimental measurements[Phys.Rev.A... The outer valence electron momentum distributions of benzene are reinvestigated with theoretical calculations involving the vibrational effects.The results are compared with recent experimental measurements[Phys.Rev.A 98042705(2018)].The significant discrepancies between theories and experiments in previous works have now been interpreted quantitatively,indicating that the vibrational motion in benzene molecule has noticeable influence on its electron momentum distributions. 展开更多
关键词 ELECTRON momentum spectroscopy BENZENE outer VALENCE ORBITALS vibrationAL effects
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High-Fidelity Hugoniots of α Phase RDX Solid from High-Quality Force Field with Thermal,Zero-Point Vibration,and Anharmonic Effects
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作者 宋华杰 李华 +2 位作者 黄风雷 张树道 洪滔 《Chinese Physics Letters》 SCIE CAS CSCD 2015年第8期30-34,共5页
It is shown that the introduction of thermal effect, zero-point vibration, and phonon anharmonicity to a high quality and first-principle-Sased force field (atomic potential) results in a significant improvement in ... It is shown that the introduction of thermal effect, zero-point vibration, and phonon anharmonicity to a high quality and first-principle-Sased force field (atomic potential) results in a significant improvement in predict- ing the densities for the α phase crystalline hexahydro-1,3,5-trinitro-l,3,5-triazine (RDX), and derivation of its high-fidelity Hugoniot locus and Mie-Grfineisen equation of state covering a very wide range of pressures and temperatures. This work can be used to efficiently and accurately predict the thermophysical properties of solid explosives over the pressures and temperatures to which they are subjected, which is a long-standing issue in the field of energetic materials. 展开更多
关键词 RDX High-Fidelity Hugoniots of Phase RDX Solid from High-Quality Force Field with Thermal Zero-Point vibration and Anharmonic effects
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Size dependent free vibration analysis of functionally graded piezoelectric micro/nano shell based on modified couple stress theory with considering thickness stretching effect 被引量:5
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作者 Maryam Lori Dehsaraji Mohammad Arefi Abbas Loghman 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第1期119-134,共16页
Higher-order shear and normal deformation theory is used in this paper to account thickness stretching effect for free vibration analysis of the cylindrical micro/nano shell subjected to an applied voltage and uniform... Higher-order shear and normal deformation theory is used in this paper to account thickness stretching effect for free vibration analysis of the cylindrical micro/nano shell subjected to an applied voltage and uniform temperature rising.Size dependency is included in governing equations based on the modified couple stress theory.Hamilton’s principle is used to derive governing equations of the cylindrical micro/nano shell.Solution procedure is developed using Navier technique for simply-supported boundary conditions.The numerical results are presented to investigate the effect of significant parameters such as some dimensionless geometric parameters,material properties,applied voltages and temperature rising on the free vibration responses. 展开更多
关键词 Thickness stretching effect Shear and normal deformation theory vibration analysis Length scale parameter Modified couple stress theory
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Vibration Effect and Damage Evolution Characteristics of Tunnel Surrounding Rock Under Cyclic Blasting Loading 被引量:1
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作者 Guosheng Zhong Yongzhong Lou Yuhua Fu 《Journal of Beijing Institute of Technology》 EI CAS 2017年第3期324-333,共10页
Model test studies based on the similarity theory were conducted to investigate vibration effect and damage evolution characteristics of tunnel surrounding rock under push-type cyclic blasting excavation.The model was... Model test studies based on the similarity theory were conducted to investigate vibration effect and damage evolution characteristics of tunnel surrounding rock under push-type cyclic blasting excavation.The model was constructed with a ratio of 1∶15.By simulating the tunnel excavation of push-type cyclic blasting,the influence of the blasting parameter change on vibration effect was explored.The damage degree of tunnel surrounding rock was evaluated by the change of the acoustic wave velocity at the same measuring point after blasting.The relationship between the damage evolution of surrounding rock and blasting times was established.The research results show that:(1)In the same geological environment,the number of delay initiation is larger,the main vibration frequency of blasting seismic wave is higher,and the attenuation of high frequency signal in the rock and soil is faster.The influence of number of delay initiation on blasting vibration effect cannot be ignored;(2)Under push-type cyclic blasting excavation,there were great differences in the decreasing rates of acoustic wave velocity of the measuring points which have the same distance to the blasting region at the same depth,and the blasting damage ranges of surrounding rock were typically anisotropic at both depth and breadth;(3)When blasting parameters were basically kept as the same,the growth trend of the cumulative acoustic wave velocity decreasing rate at the measuring point was nonlinear under different cycle blasting excavations;(4)There were nonlinear evolution characteristics between the blasting cumulative damage(D)of surrounding rock and blasting times(n)under push-type cyclic blasting loading,and different measuring points had corresponding blasting cumulative damage propagation models,respectively.The closer the measuring point was away from the explosion source,the faster the cumulative damage extension.Blasting cumulative damage effect of surrounding rock had typically nonlinear evolution properties and anisotropic characteristics. 展开更多
关键词 cyclic blasting loading tunnel excavation vibration effect surrounding rock damage
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Numerical Analysis of Dry Friction-Induced Vibration of Moving Slider-Elastic Annular Beam System 被引量:1
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作者 Sui Xin Ding Qian 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2018年第1期84-93,共10页
A disc-pad friction system is modelled as that two moving pads act symmetrically on an annular beam with flexible boundary condition.Simulation procedure is proposed to deal with the moving interactions and calculatio... A disc-pad friction system is modelled as that two moving pads act symmetrically on an annular beam with flexible boundary condition.Simulation procedure is proposed to deal with the moving interactions and calculation is carried out by using the finite difference method,which shows that only the first-order mode vibration of the beam can be induced.Then the partial differential equation of motion of the disk is reduced to a first-order mode vibration system with time-varying stiffness.As the disk speed is decreased below the critical speeds,the relative equilibrium of the pad on the disk loses its stability and stick-slip type limit cycle vibrations are resulted in all directions′movements.Acceleration of the disk motion on the frictional instability is also investigated.The period of stick-slip vibration with large amplitude will be shortened with higher moving deceleration. 展开更多
关键词 friction system INSTABILITY STICK-SLIP vibration Stribeck effect
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Vibration and sound radiation of a rotating train wheel subject to a vertical harmonic wheel–rail force 被引量:9
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作者 Tingsheng Zhong Gong Chen +3 位作者 Xiaozhen Sheng Xueyan Zhan Liqun Zhou Jian Kai 《Journal of Modern Transportation》 2018年第2期81-95,共15页
The rapid development of high-speed railway networks requires advanced methods for analysing vibration and sound radiation characteristics of a fast rotating train wheel subject to a vertical harmonic wheel-rail force... The rapid development of high-speed railway networks requires advanced methods for analysing vibration and sound radiation characteristics of a fast rotating train wheel subject to a vertical harmonic wheel-rail force. In order to consider the rotation of the wheel and at the same time increase the computational efficiency, a procedure is adapted in this paper taking advantage of the axial symmetry of the wheel. In this procedure, a recently developed 2.5D finite element method, which can consider wheel rotation but only requires a 2D mesh over a cross section containing the wheel axis, is used to calculate the vibration response of the wheel. Then, the vibration response of the wheel is taken as acoustic boundary condition and the 2.5D acoustic boundary element method, which only requires a 1D mesh over the boundary of the above cross section, is utilised to calculate the sound radiation of the wheel. These 2.5D methods and relevant programs are validated by comparing results from this procedure with those from conventional 3D analyses using commercial software. The comparison also demonstrates that these 2.5D methods have a much higher computational efficiency. Using the 2.5D methods, we study the wheel rotation speed influences on the factors including the vertical receptance of the wheel at wheel-rail contact point, sound pressure level at a pre-defined standard measurement point, radiated sound power level, directivity of the radia- tion, and contribution of each part of the wheel. It can be concluded that the wheel rotation speed splits most peaks of the vertical receptance at the wheel-rail contact point, sound pressure levels at the field, and the sound power level of the wheel into two peaks. The directivity and power contribution of the wheel are also significantly changed by the wheel rotation speed. Therefore, the rotation of a train wheel should be taken into account when calculating its vibration and sound radiation. 展开更多
关键词 Train wheel vibration response Soundradiation 2.5D FEM. 2.5D BEM Rotation effect
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Improved Method and Application of EMD Endpoint Continuation Processing for Blasting Vibration Signals 被引量:1
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作者 Qing Li Wenlong Xu +2 位作者 Di Zhang Dandan Feng Na Li 《Journal of Beijing Institute of Technology》 EI CAS 2019年第3期428-436,共9页
In order to deal with the non-stationary characteristics of blasting vibration signals and the end issue in the empirical mode decomposition(EMD), an improved endpoint continuation method is proposed. First, the linea... In order to deal with the non-stationary characteristics of blasting vibration signals and the end issue in the empirical mode decomposition(EMD), an improved endpoint continuation method is proposed. First, the linear continuation method of extreme points is used to determine the extremum of the signal endpoint fast. Secondly, the extreme points of transition section outside the signal ends are obtained by a mirror continuation method of extreme points, and then the envelope and continuation curve of the transition section of the signal are constructed. Lastly, the sinusoid of the stationary section outside the signal is constructed to achieve the continuation curve from the transition section to the stationary section. Based on the "singular extreme points" phenomenon of blasting vibration signal, the negative maxima and positive minimum are eliminated, then the maximum and minimum are guaranteed to appear at intervals. Thus,the number of iterations is reduced and the instability of EMD decomposition is improved. The calculation formula of amplitude, cycle and initial phase are given for the transition section and stationary section outside the signal. The endpoint processing effect of the simulated signal and the measured blasting vibration signal show that the improved endpoint continuation method can suppress the signal endpoint effect well. 展开更多
关键词 BLASTING vibration signal empirical mode DECOMPOSITION END effect ENDPOINT CONTINUATION
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Vibration analysis of fluid-conveying multi-scale hybrid nanocomposite shells with respect to agglomeration of nanofillers 被引量:2
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作者 Farzad Ebrahimi Ali Dabbagh 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第1期212-225,共14页
The vibration problem of a fluid conveying cylindrical shell consisted of newly developed multi-scale hybrid nanocomposites is solved in the present manuscript within the framework of an analytical solution.The consis... The vibration problem of a fluid conveying cylindrical shell consisted of newly developed multi-scale hybrid nanocomposites is solved in the present manuscript within the framework of an analytical solution.The consistent material is considered to be made from an initial matrix strengthened via both macro-and nano-scale reinforcements.The influence of nanofillers’agglomeration,generated due to the high surface to volume ratio in nanostructures,is included by implementing Eshelby-Mori-Tanaka homogenization scheme.Afterwards,the equivalent material properties of the carbon nanotube reinforced(CNTR)nanocomposite are coupled with those of CFs within the framework of a modified rule of mixture.On the other hand,the influences of viscous flow are covered by extending the Navier-Stokes equation for cylinders.A cylindrical coordinate system is chosen and mixed with the infinitesimal strains of first-order shear deformation theory of shells to obtain the motion equations on the basis of the dynamic form of principle of virtual work.Next,the achieved governing equations will be solved by Galerkin’s method to reach the natural frequency of the structure for both simply supported and clamped boundary conditions.Presenting a set of illustrations,effects of each parameter on the dimensionless frequency of nanocomposite shells will be shown graphically. 展开更多
关键词 vibration Agglomeration effect Multi-scale hybrid nanocomposites Galerkin’s solution Viscous fluid flow
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A Study on the Double Semi-Active Vibration Isolation System
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作者 李翠英 王树勇 《Journal of Beijing Institute of Technology》 EI CAS 1997年第2期110-117,共8页
This paper puts forward the concept of double semi-active vibration isolation systemutilizing the 'on-off' active damper and the 'on-off' active spring. Applying KBM Asympto-tic method, the vibration ... This paper puts forward the concept of double semi-active vibration isolation systemutilizing the 'on-off' active damper and the 'on-off' active spring. Applying KBM Asympto-tic method, the vibration of the system in case of weak semi-active control is studied. ln pcactice, there are two types of vibration isolation. One is to isolate the transmitting of the cyclicunbalanced force generated by the revolving machine to the surroundings. The other is to isolatethe transmitting of the vibration displacement of the surroundings to precise equipment. Deduc-ing the influence of the roadway unflatness on vehicles also belongs to this type. For the firsttype of isolation system, the damper always dissipates energy, and the total work done by the spring in a vibration cycle is zero. For the second type of isolation system, the work done by the damper sometimes is positive, and sometimes negative. The damper dissipates less energy. The work done by the spring in a vibration cycle isn't zero, and it is usually positive. ln thispaper, the vibration isolation is refered to the second type. . 展开更多
关键词 active damper active spring double semi -active control KBM asymptotic methodlsolating the vibration effectively b an important subject in modem technology
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Numerical study on rock fracture and vibration due to blasting
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作者 戴开达 陈鹏万 杨军 《Journal of Beijing Institute of Technology》 EI CAS 2012年第1期13-18,共6页
Fracture and ground vibration of rock subjected to different decoupling decked charges are investigated based on the numerical simulation. The dynamic pressure value is studied, which demonstrates that simulation of f... Fracture and ground vibration of rock subjected to different decoupling decked charges are investigated based on the numerical simulation. The dynamic pressure value is studied, which demonstrates that simulation of fracture zone is feasible. Attenuation index of dynamic pressure is 2.06, 2.05 and 1.93 for air, water and sand intervals respectively. The small attenuation of sand in- terval results in the large ground vibration. The predicted vertical vibration waveform and peak parti- cle velocities (PPV) in far-field are in agreement with the monitoring results. The results show that the air and water decked charges can improve the effect of rock fracture in near-field and reduce ground vibration in far-field. 展开更多
关键词 rock blasting finite element numerical simulation vibration effect FRACTURE
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Temperature dependence of mode coupling effect in piezoelectric vibrator made of[001]c-poled Mn-doped 0.24PIN-0.46PMN-0.30PT ternary single crystals with high electromechanical coupling factor
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作者 Nai-Xing Huang En-Wei Sun +4 位作者 Rui Zhang Bin Yang Jian Liu Tian-Quan Lv Wen-Wu Cao 《Chinese Physics B》 SCIE EI CAS CSCD 2020年第7期363-368,共6页
The influence of temperature on mode coupling effect in piezoelectric vibrators remains unclear.In this work,we discuss the influence of temperature on two-dimensional(2D)mode coupling effect and electromechanical cou... The influence of temperature on mode coupling effect in piezoelectric vibrators remains unclear.In this work,we discuss the influence of temperature on two-dimensional(2D)mode coupling effect and electromechanical coupling coefficient of cylindrical[001]c-poled Mn-doped 0.24PIN-0.46PMN-0.30PT piezoelectric single-crystal vibrator with an arbitrary configuration ratio.The electromechanical coupling coefficient kt decreases with temperature increasing,whereas k33 is largely invariant in a temperature range of 25℃-55℃.With the increase of temperature,the shift in the‘mode dividing point’increases the scale of the poling direction of the piezoelectric vibrator.The temperature has little effect on coupling constantΓ.At a given temperature,the coupling constantΓof the cylindrical vibrator is slightly greater than that of the rectangular vibrator.When the temperature changes,the applicability index(M)values of the two piezoelectric vibrators are close to 1,indicating that the coupling theory can be applied to piezoelectric vibrators made of late-model piezoelectric single crystals. 展开更多
关键词 mode coupling effect piezoelectric vibrator piezoelectric single crystal temperature dependence
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Theoretical study of(e,2e) triple differential cross section of 1b3g orbital of ethylene by vibrational multi-center distorted-wave method
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作者 王振鹏 宫毛毛 +2 位作者 李星宇 张松斌 陈向军 《Chinese Physics B》 SCIE EI CAS CSCD 2023年第11期306-312,共7页
The vibrational motions are usually neglected when calculating(e,2e) triple differential cross sections(TDCSs) of molecules. Here, multi-center distorted-wave method(MCDW) has been modified by including molecular vibr... The vibrational motions are usually neglected when calculating(e,2e) triple differential cross sections(TDCSs) of molecules. Here, multi-center distorted-wave method(MCDW) has been modified by including molecular vibrations. This vibrational MCDW method is employed to calculate the TDCSs of 1b3gorbital of ethylene at low(100 eV) and medium(250 eV) incident electron energies in coplanar asymmetric kinematic condition. The results show that molecular vibrations significantly influence the angular distributions of the TDCSs, especially in the binary region along momentum transfer near the Bethe ridge. 展开更多
关键词 (e 2e) multi-center distorted-wave method(MCDW) vibrational effect
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强迫振动形式下超高层建筑横风向气动弹性效应的大涡模拟研究 被引量:1
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作者 谭超 全涌 +2 位作者 张正维 姚博 傅国强 《振动与冲击》 北大核心 2025年第5期169-175,共7页
相比于气动弹性模型风洞试验,强迫振动模型试验具有很强的参数可控性,是研究超高层建筑气动弹性效应的重要手段。然而,强迫振动装置的制造困难却限制了该方法的广泛应用。通过大涡模拟方法对超高层建筑的强迫振动模型的气动力及流场进... 相比于气动弹性模型风洞试验,强迫振动模型试验具有很强的参数可控性,是研究超高层建筑气动弹性效应的重要手段。然而,强迫振动装置的制造困难却限制了该方法的广泛应用。通过大涡模拟方法对超高层建筑的强迫振动模型的气动力及流场进行了模拟,并基于此研究了超高层建筑的气动弹性效应。结果表明:该方法可较准确地模拟出超高层建筑强迫振动模型所受气动力及流场;当来流风速处于涡激共振风速区间时,横风向振幅的增加会显著加剧建筑侧面的旋涡脱落,使得其侧面风压及横风向气动力系数均方根值显著增大,而当折减风速远离涡激共振风速时,横风向振动对建筑横风向气动力基本没有影响;振幅和折减风速的变化对建筑的横风向气动刚度和气动阻尼有显著的影响。 展开更多
关键词 大涡模拟 超高层建筑 强迫振动 气动弹性效应
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高速铁路环境振动新型阻尼隔振结构试验研究
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作者 王祥秋 冯天俊 张火军 《噪声与振动控制》 北大核心 2025年第2期191-196,共6页
高速铁路环境振动可能对邻近建筑物安全与稳定产生重大危害,研发新型隔振结构具有重要的理论与工程意义。基于一种新型黏滞阻尼材料构筑阻尼填充墙及其与PVC管、钢板、聚苯乙烯泡沫板等组合而成的4种新型隔振结构,通过室内隔振减振模型... 高速铁路环境振动可能对邻近建筑物安全与稳定产生重大危害,研发新型隔振结构具有重要的理论与工程意义。基于一种新型黏滞阻尼材料构筑阻尼填充墙及其与PVC管、钢板、聚苯乙烯泡沫板等组合而成的4种新型隔振结构,通过室内隔振减振模型试验,对比分析空沟隔振与4种新型阻尼隔振结构对高速铁路环境振动的减振效果。研究结果表明:阻尼填充墙及其组合隔振结构对铅垂向振动加速度级的减振率可达13.5%,对水平向振动加速度级的减振率可达12.7%;而空沟隔振对铅垂向与水平向振动加速度级的减振率则分别为10.2%和2.8%。阻尼填充墙及其组合隔振结构对频率为20~30 Hz的水平向振动具有较好的减振效果,而空沟隔振对该频域范围内水平向振动的减振效果不明显。空沟隔振与新型阻尼隔振结构对振动频率低于50 Hz的铅垂向振动均具有良好的减振效果,但对振动频率超过50 Hz的铅垂向振动的减振效果均不理想。 展开更多
关键词 振动与波 阻尼隔振结构 高速铁路环境振动 模型试验 减振效果
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T构梁温度和收缩徐变效应对磁浮车-轨-桥耦合振动的影响
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作者 娄会彬 彭也也 +3 位作者 赵春发 冯洋 魏高恒 魏凌云 《铁道建筑》 北大核心 2025年第1期93-98,共6页
T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车... T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车辆动力学模型,仿真计算了考虑T构梁温度和收缩徐变前后,磁浮车辆以20~160 km/h速度通过T构梁时车-轨-桥耦合系统的动力学响应。结果表明:考虑T构梁20℃升温温差和10年收缩徐变后,F轨轨面形成了9.47 mm的静态几何不平顺。磁浮车辆以160 km/h通过T构梁时,F轨竖向振动加速度幅值比不考虑温度、收缩徐变工况下增加显著,增幅为10.0%,轨道梁动挠度和竖向加速度变化甚微,车体竖向加速度增幅为44.2%。车-轨-桥系统动力学响应随车速增加而增大,在160 km/h时取得最大值。梁体最大竖向振动加速度为0.11 m/s^(2),车体最大竖向振动加速度为0.59 m/s~2,悬浮间隙波动幅值达2.53 mm。车辆Sperling平稳性指标随车速提高而增大,最大值为2.42,乘坐舒适性等级仍为优秀。T构梁的温度和收缩徐变主要影响车辆高速运行时的平稳性和舒适性,该T构梁能满足磁浮车辆的安全平稳运营。 展开更多
关键词 T构梁 中低速磁浮车辆 仿真计算 温度和收缩徐变效应 耦合振动
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基于高阶局部最大值同步挤压变换的浅埋隧道地表高铁振动信号时频与衰减特征分析
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作者 贾宝新 翟紫薇 +3 位作者 张晶 周志扬 苑文雅 郑克楠 《岩土力学》 北大核心 2025年第1期337-352,共16页
为解决浅埋隧道上覆地表采集到的高铁振动信号底噪丰富的问题,提出一种适用于浅埋隧道上覆地表高铁振动信号降噪的高阶局部最大值同步挤压变换方法。首先,引入高阶调制算子推导高阶估算瞬时频率,结合局部最大值同步挤压变换推导出高阶... 为解决浅埋隧道上覆地表采集到的高铁振动信号底噪丰富的问题,提出一种适用于浅埋隧道上覆地表高铁振动信号降噪的高阶局部最大值同步挤压变换方法。首先,引入高阶调制算子推导高阶估算瞬时频率,结合局部最大值同步挤压变换推导出高阶局部最大值同步挤压变换,通过数值模拟多分量加噪信号验证该方法的抗噪性;随后,对高铁振动信号进行相关时频分析、处理,对比验证高阶局部最大值同步挤压变换的降噪效果和适用效果;最后,基于此方法对高铁振动信号的时频及衰减特征进行分析。研究可为隧道场地高铁振动信号提供一种谱精度高、降噪效果好的时频分析方法,并为隧道场地中高铁振动的环境影响研究提供理论分析基础。 展开更多
关键词 高铁振动信号 高阶局部最大值同步挤压变换 时频分析 降噪效果 衰减特征
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缓冲爆破减震沟组合降振效果研究
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作者 张袁娟 王凤凰 石晓侠 《煤》 2025年第4期6-8,共3页
为了分析缓冲爆破结合减震沟组合降振手段的降振效果,首先运用大型显示非线性动力分析有限元程序LS-DYNA分别对缓冲爆破有减震沟和无减震沟进行数值模拟分析,根据数值模拟结果可得出有减震沟的模拟工况有更好的降振效果,最高可达53%;然... 为了分析缓冲爆破结合减震沟组合降振手段的降振效果,首先运用大型显示非线性动力分析有限元程序LS-DYNA分别对缓冲爆破有减震沟和无减震沟进行数值模拟分析,根据数值模拟结果可得出有减震沟的模拟工况有更好的降振效果,最高可达53%;然后进行了露天矿现场爆破振动监测对比试验分析,论证了数值模拟结果的正确性,为丰富露天矿降振手段提供了理论依据。 展开更多
关键词 缓冲爆破 减震沟 数值模拟 降振效果
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插入式振捣棒振动参数对混凝土振捣密实性的影响
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作者 胡峰强 白彤阳 唐兆龙 《南昌大学学报(工科版)》 2025年第1期44-48,共5页
作为一种关键施工工具,插入式振捣棒在混凝土浇筑过程中具有广泛应用。为深入探究插入式振捣棒对混凝土性能的影响,通过数值模拟方法,针对新拌混凝土采用宾汉姆模型来模拟和分析振捣棒对混凝土的振捣过程。研究表明:从整体上看,插入式... 作为一种关键施工工具,插入式振捣棒在混凝土浇筑过程中具有广泛应用。为深入探究插入式振捣棒对混凝土性能的影响,通过数值模拟方法,针对新拌混凝土采用宾汉姆模型来模拟和分析振捣棒对混凝土的振捣过程。研究表明:从整体上看,插入式振捣棒的作用半径随直径、频率、振幅的增大而增加;当频率较小时,大直径振捣棒的性能很难得到发挥,作用半径不足棒径的5倍,此时使用小直径的振捣棒在较低频率下也能达到很好的振动效果;对于狭窄空间,采用小径低频的振捣棒是更好的选择,既节能又高效。 展开更多
关键词 振捣棒 非牛顿流体 宾汉姆模型 作用半径 计算流体力学
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基于气弹模型风洞试验的柔性光伏支架阵列风致响应及抑振措施研究
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作者 高一帆 李寿英 +1 位作者 刘佳琪 陈政清 《太阳能学报》 北大核心 2025年第3期394-403,共10页
以柔性光伏支架结构为研究对象,基于气弹模型风洞试验,考虑风速、安装位置、风向角等参数的影响,研究柔性光伏支架阵列风致响应和稳定索对光伏支架的抑振效果。结果表明:柔性光伏阵列各排组件存在明显的干扰效应,来流方向第2、3排光伏... 以柔性光伏支架结构为研究对象,基于气弹模型风洞试验,考虑风速、安装位置、风向角等参数的影响,研究柔性光伏支架阵列风致响应和稳定索对光伏支架的抑振效果。结果表明:柔性光伏阵列各排组件存在明显的干扰效应,来流方向第2、3排光伏组件在低风速(8~15 m/s)下极易发生尾流致振;光伏组件在风速较大时易发生颤振;0°、135°和180°风向角下,阵列迎风侧第1排首先出现颤振,颤振临界风速分别为18.0、22.5和16.2 m/s,随着风速的增大,结构颤振有向背风侧延伸的趋势,说明组件间的遮挡能提高结构的颤振临界风速。增加稳定索措施后结构整体性加强,可有效抑制光伏组件的尾流致振和颤振。 展开更多
关键词 光伏组件 颤振 振动控制 风洞试验 风致振动 干扰效应
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双层隔振系统的隔振器刚度适配研究
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作者 江小州 刘帅 +3 位作者 黄旋 张文正 王碧浩 袁志豪 《噪声与振动控制》 北大核心 2025年第1期276-280,298,共6页
以双层隔振系统为研究对象,建立双层隔振系统的三维有限元模型。在给定的刚度范围内,单独改变设备隔振器刚度值或者底座隔振器刚度值时发现,任意一层隔振器刚度的变化对各级隔振均产生一定的影响。从底座隔振器与设备隔振器刚度比的角... 以双层隔振系统为研究对象,建立双层隔振系统的三维有限元模型。在给定的刚度范围内,单独改变设备隔振器刚度值或者底座隔振器刚度值时发现,任意一层隔振器刚度的变化对各级隔振均产生一定的影响。从底座隔振器与设备隔振器刚度比的角度出发,对两层隔振器的刚度进行适配,研究结果表明:在刚度适配时,可能出现振动传递过程中振动放大的情况;当刚度比相同时,在刚度值较小的工况下传递到底座上的振动加速度级比刚度值较大的工况小,同时其整体隔振效果也更好;在所计算的工况中,最优刚度适配工况下的整体隔振效果比最差刚度适配工况提高9.8 dB,传递到底座的振动加速度级降低12.3 d B,辐射声功率级总值降低12.8 dB。 展开更多
关键词 振动与波 双层隔振系统 刚度比 隔振器刚度适配 整体隔振效果 声功率级
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