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强迫振动中周期解的存在性
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作者 颜跃新 《高校应用数学学报(A辑)》 CSCD 北大核心 1999年第2期135-139,共5页
本文主要研究了强迫振动方程:x¨+(f(x)+g(x)x)x+h(x)=e(t)的解的有界性以及周期解的存在性.这里f(x),g(x),h(x)在(-∞,+∞)中连续,e(t)在[0,+∞)上连续.得到了解的有界... 本文主要研究了强迫振动方程:x¨+(f(x)+g(x)x)x+h(x)=e(t)的解的有界性以及周期解的存在性.这里f(x),g(x),h(x)在(-∞,+∞)中连续,e(t)在[0,+∞)上连续.得到了解的有界性与存在周期解的条件. 展开更多
关键词 有界性 存在性 周期解 强迫振动方程
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半刚性基层沥青路面非连续结构强迫振动声效 被引量:2
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作者 李志栋 黄晓明 岳学军 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2011年第6期1277-1282,共6页
为了无损、快速地识别半刚性基层沥青路面的结构非连续状态,实现病害预警和预养护,对冲击作用下路面板体强迫振动机理及其振动噪声特征进行了分析,并对单自由度路面系统的强迫振动微分方程进行求解.研究表明:因土基沉降、低温施工、压... 为了无损、快速地识别半刚性基层沥青路面的结构非连续状态,实现病害预警和预养护,对冲击作用下路面板体强迫振动机理及其振动噪声特征进行了分析,并对单自由度路面系统的强迫振动微分方程进行求解.研究表明:因土基沉降、低温施工、压实不足等原因,沥青路面将产生结构内部及层间非连续病害;而非连续状态下的板体强迫振动噪声特征对冲击加载方式、板体尺寸、模量、非连续区域面积等因素最为敏感;通过有限元声场模拟确定路面非连续性有效识别冲击力为1.0 kN,可识别最大非连续面积为4 m×4 m,最显著强迫振动噪声能量集中在300~800 Hz频带内. 展开更多
关键词 道路工程 半刚性基层沥青路面 非连续结构 冲击加载 强迫振动微分方程 噪声响应频带 非连续性识别
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纵向剪切波作用下长型地下结构与地基动力相互作用研究 被引量:4
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作者 徐琛 戚承志 +2 位作者 叶飞 刘旭 孙健 《世界地震工程》 CSCD 北大核心 2015年第1期204-211,共8页
为了研究在剪切波沿地下长型结构纵向传播情况下,惯性力对地下结构与地基动力相互作用的影响,基于Winkler地基模型和Euler-Bernoulli梁模型,分别建立了长型地下结构的静力平衡方程、自由振动方程和强迫振动方程。通过振型叠加法将偏微... 为了研究在剪切波沿地下长型结构纵向传播情况下,惯性力对地下结构与地基动力相互作用的影响,基于Winkler地基模型和Euler-Bernoulli梁模型,分别建立了长型地下结构的静力平衡方程、自由振动方程和强迫振动方程。通过振型叠加法将偏微分方程简化为常微分方程;利用微分算子法分别求得静力平衡方程;自由振动方程和强迫振动方程的解析解。通过算例计算,比较并分析了静力平衡方程解与强迫振动方程解的差别。结果表明在算例取值情况下,惯性力对结构振动的影响较小;而在地基基床系数k很小或轴向力N很大时,惯性力的影响才较为显著。 展开更多
关键词 惯性力 强迫振动方程 WINKLER地基模型 地基基床系数 轴向力
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纵向剪切波作用下长型地下结构与Pasternak地基相互作用研究 被引量:5
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作者 徐琛 戚承志 +1 位作者 陈昊祥 李博宁 《北京建筑大学学报》 2015年第1期12-16,24,共6页
为了研究在剪切波沿地下长型结构纵向传播情况下,惯性力对于结构与地基动力相互作用的影响,采用Pasternak地基模型,分别建立长型地下结构静力平衡方程、自由振动方程和强迫振动方程.通过振型叠加法将偏微分方程简化为常微分方程,利用微... 为了研究在剪切波沿地下长型结构纵向传播情况下,惯性力对于结构与地基动力相互作用的影响,采用Pasternak地基模型,分别建立长型地下结构静力平衡方程、自由振动方程和强迫振动方程.通过振型叠加法将偏微分方程简化为常微分方程,利用微分算子法分别求得静力平衡方程、自由振动方程和强迫振动方程的解析解.通过算例计算,考虑地基土硬度对于地基基床系数k0、剪切波速vs、泊松比υ、地基土剪切模量G0的影响,比较并分析静力平衡方程解与强迫振动方程解的差别,得出当地基土硬度较大的情况下惯性力影响较小的结论. 展开更多
关键词 惯性力 强迫振动方程 Pasternak地基模型 地基基床系数k0 剪切模量G0
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部分埋入水中悬臂圆柱体的地震响应 被引量:2
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作者 张悉德 《应用数学和力学》 1983年第6期847-851,共5页
在本文中作者研究了部分埋入水中悬臂圆柱体的地震响应。得到了柱水偶联体系的位移响应,各截面的弯矩以及沿柱高的地震力分布.
关键词 强迫振动方程 地震力 沿柱 柱体 地震荷载 地震响应 埋入 悬臂
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Forced transverse vibration of rolls for four-high rolling mill
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作者 孙建亮 彭艳 +1 位作者 刘宏民 江光彪 《Journal of Central South University》 SCIE EI CAS 2009年第6期954-960,共7页
In order to investigate the forced transverse vibration of rolls under distributed draught pressure and moment of bending roll force, the forced transverse vibration model of rolls for four-high rolling mill was estab... In order to investigate the forced transverse vibration of rolls under distributed draught pressure and moment of bending roll force, the forced transverse vibration model of rolls for four-high rolling mill was established. The work roll and backup roll were considered as elastic continuous bodies that were joined by a Winkler elastic layer. According to Euler-Bemoulli beam theory, the forced transverse vibration of rolls was analyzed based on modal superposition method. The forced vibration equations were established when the draught pressure and moment of bending roll force were imposed on the rolls respectively. Numerical modeling was made on 2 030 mm cold tandem rolling mill of Baoshan Iron and Steel Company. Simulation results show that when the work roll is only subjected to different forms of draught pressures, the vibration curves of work roll and backup roll are quadratic curves with amplitudes of 0.3 mm and 45 μm, respectively. When only the moments of bending roll force are imposed on the work roll and backup roll, the vibration curves of work roll and backup roll are quadratic curves, and the amplitudes are 5.0 and 1.6 μm, respectively. The influence of moment of bending roll force on the vibration of work roll is related with the bending roll force. 展开更多
关键词 four-high mill forced transverse vibration ROLLS modal superposition method
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Analysis of Relation Between Binding and Magnetic Force in Generators in Extreme Conditions
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《Electricity》 2013年第1期26-30,共5页
Because of the action of strong magnetic forces, it's difficult to avoid end winding vibration in the large turbo-generator stator. Sometimes it leads to the occurrence of accidents and affects the normal operatio... Because of the action of strong magnetic forces, it's difficult to avoid end winding vibration in the large turbo-generator stator. Sometimes it leads to the occurrence of accidents and affects the normal operation of the generator. This paper firstly lays out the calculation method for end winding magnetic force. Second, based on the structure of large machines, the natural vibration frequency equation and forced oscillation equation is set up. Third, through the analysis of magnetic force calculation and vibration on the end winding of turbo-generator, it will be shown that the end winding vibration is related to the magnetic force and the position of winding binds as well as binding tightness. We can ease the winding vibration by distributing binding position appropriately or add more bindings, and test the concept through experimental data. 展开更多
关键词 TURBO-GENERATOR vibration magnetic force winding binding
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Asymptotic Behavior of Oscillatory Solutions of Forced Nonlinear Neutral Delay Differential Equations
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作者 罗交晚 侯振挺 贺春田 《Chinese Quarterly Journal of Mathematics》 CSCD 1998年第2期31-35, ,共5页
The aim of this paper is to study the asymptotic behavior of the oscillatory solutions of forced nonlinear neutral equations of the form[x(t)-∑mi=1p i(t)x(t-τ i)]′+∑nj=1q j(t)f(x(t-σ j))=r(t),t≥t 0,where p i,q ... The aim of this paper is to study the asymptotic behavior of the oscillatory solutions of forced nonlinear neutral equations of the form[x(t)-∑mi=1p i(t)x(t-τ i)]′+∑nj=1q j(t)f(x(t-σ j))=r(t),t≥t 0,where p i,q j,r∈C([t 0,∞),R),τ i,σ j≥0,i=1,2,…,m,j=1,2,…,n,f∈C(R,R),xf(x)>0 for x≠0. The results obtained here extend and improve some of the results of Ladas and Sficas [3] and J.R.Yan [5]. 展开更多
关键词 oscillatory solution nonlinear neutral equations forced term asymptotic behavior
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关于我国现行《公路桥涵设计通用规范》“冲击系数”规定的几点探讨 被引量:10
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作者 闫永伦 周建廷 《公路》 北大核心 2003年第6期14-16,共3页
通过分析影响桥梁“冲击系数”的因素 ,比较我国与国外关于“冲击系数”规定的差别 ,以及根据桥梁荷载动态增量试验和部分实测桥梁“冲击系数”结果 ,探讨了我国现行《公路桥涵设计通用规范》(JTJ0 2 1- 89)关于“冲击系数”的不足之处 。
关键词 《公路桥涵设计通用规范》 冲击系数 强迫振动方程 梁桥 拱桥 放大谱 桥面不平整试验 移动荷载
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FORCED OSCILLATIONS OF A CLASS OF NONLINEAR DISPERSIVE WAVE EQUATIONS AND THEIR STABILITY 被引量:2
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作者 Muhammad USMAN Bingyu ZHANG 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2007年第2期284-292,共9页
It has been observed in laboratory experiments that when nonlinear dispersive waves are forced periodically from one end of undisturbed stretch of the medium of propagation, the signal eventually becomes temporally pe... It has been observed in laboratory experiments that when nonlinear dispersive waves are forced periodically from one end of undisturbed stretch of the medium of propagation, the signal eventually becomes temporally periodic at each spatial point. The observation has been confirmed mathematically in the context of the damped Korteweg-de Vries (KdV) equation and the damped Benjamin-Bona-Mahony (BBM) equation. In this paper we intend to show the same results hold for the pure KdV equation (without the damping terms) posed on a finite domain. Consideration is given to the initial-boundary-value problem {ut+ux+uux+uxxx=0, u(x,0)=φ(x), 0〈x〈1, t〉0,u(0,t)=h(t), u(1,t) = 0, ux(1,t) = 0, t〉0.It is shown that if the boundary forcing h is periodic with small ampitude, then the small amplitude solution u of (*) becomes eventually time-periodic. Viewing (*) (without the initial condition) as an infinite-dimensional dynamical system in the Hilbert space L^2(0, 1), we also demonstrate that for a given periodic boundary forcing with small amplitude, the system (*) admits a (locally) unique limit cycle, or forced oscillation, which is locally exponentially stable. A list of open problems are included for the interested readers to conduct further investigations. 展开更多
关键词 Forced oscillation STABILITY the BBM equation the KdV equation time-periodic solution
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OSCILLATION OF A FORCED SECOND ORDER NONLINEAR EQUATION
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作者 KONGQINGKAI ZHANGBINGGEN 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 1994年第1期59-68,共10页
This paper gives several criteria on the oscillatory behavior of solutions of the forced secondorder equation x″+ a(t)i(x) = g(t), where g(t) is oscillatory) by using a geometric idea. Asspecial cases these results i... This paper gives several criteria on the oscillatory behavior of solutions of the forced secondorder equation x″+ a(t)i(x) = g(t), where g(t) is oscillatory) by using a geometric idea. Asspecial cases these results include and improve some recent results, given by J. S. Wong. Thecriteria also solve the problem posed by H. Onose in Mathematical Reviews, 1986. 展开更多
关键词 OSCILLATION FORCED Nonlinear Differential equations.
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