线性与立方恢复力等效模型的适用性研究

基于方程差的均方最小准则,探讨了硬弹簧杜芬系统高斯白噪声作用稳态位移响应的线性与立方恢复力等效模型的适用性。结果表明:等效化误差率取决于相对刚度硬化系数η;随着η的增加,线性化等效模型预测精度下降而立方恢复力等效模型预测精度提高;η具有一个临界值η=0;η=η0时,线性与立方恢复力等效模型具有相同的预测精度而在η>η0 情况下,立方恢复力等效模型优于线性化模型。     

同相轴完整程度对混沌振子检测效果的影响

针对地震勘探资料含加性强随机噪声,已提出用混沌振子系统检测同相轴的方法。就同相轴完整程度对系统检测效果影响进行研究表明,对于含有不同个数Ricker子波的同相轴,个数越多,同相轴可检测的速度分布带越大,越接近准确速度,系统检测SNR越好;对于不同截断长度的同相轴,可检测的最佳SNR均出现在准确速度上;同相轴长度一定的情况下,扫描速度相同时,同相轴起始道序号越小,检测SNR越好。     

Dynamic Behavior and Unstable State Evolution of Ocean-Atmosphere Oscillator

1. IntroductionThe Southern Oscillation and El Ni?o/La Ni?aare anomalous events which occur in the tropical at-mosphere and ocean respectively, and their physicalmechanisms have been successively studied in the re-cent half century. Bjerknes (1969) pointed out thatthe close link between Walk circulation and SST inthe equatorial Pacific is the manifestation of the inter-action of tropical atmospheric and oceanic motions.Therefore, Southern Oscillations and El Ni?o cycleswere described as …     

噪声通过混沌振子后统计特性的定性分析

混沌振子对小信号的敏感性以及对噪声的免疫力，使它可以应用于微弱信号的检测。根据随机微分方程理论，对噪声经过混沌振子后的统计特性进行了定性分析，得出输出噪声为非平稳过程，而且该过程为循环平衡过程的结论，为实际应用提供理论指导。     

Phasors-techniques design of inertial passive dampers for tower buildings. Stability and performance evaluations

This work introduces a geometric formalism, based on the use of phasors in the Argand-Gauss plane for the design and sizing of inertial dampers to be applied to multimodal structural oscillators. Their damping effect depends on the fact that the response of the secondary oscillator (the damper) delays the response of the primary mass to be controlled by 90°, so that the elastic force transmitted by the damper becomes a viscous force on the controlled oscillator. When such condition occurs we say that the damper is ‘tuned’ to the main oscillator; the damping induced by the damper is modest and serves only to limit the displacement of main oscillator.Our geometrical approach provides a method whose language is close to that of structural mechanics, thus paving the way to the professional for: (i) sizing the damper parameters; and (ii) evaluating the stability to the damped system and its performance limits. The aim of the development is explore the use of dampers to control the initial response modes of buildings under horizontal seismic and aerodynamic loads. Having introduced the concept of a monomass oscillator equivalent to a given mode of vibration, we develop a multimodal multidamper model which we then use to perform numerical evaluations. Several control strategies (involving changes in number and position of the dampers) are considered in relation to variation in bandwidth and intensity of the external forcing action. We discuss the advantages and limitations of this passive approach to structural control.     

水力振荡器降低摩擦阻力影响的分析

在斜井钻进中,钻具基于重力影响会自然贴合下井壁,并与井壁产生静摩阻,滑动钻进中则进一步演变为托压现象,常导致工具面摆置困难、机械钻速降低、单趟钻进尺减少等问题;若活动钻具不及时,则有可能引发钻具粘卡事故,严重时可致单井报废。因此,降低摩阻、减缓托压已然成为安全钻井的重要环节。摩阻大小由钻柱自重在井眼轨迹法线方向上的分力和静摩擦系数来决定。在滑动钻进中,技术人员往往通过向泥浆中添加润滑剂或进行短起下（目的为修整井壁）等方式来降低静摩擦系数,从而达到降低摩阻、减缓托压的目的。由经典物理可知静摩阻大于滑动摩阻,因此,可以通过把静摩阻转化为动摩阻来减缓托压。通过摩阻成因分析、水力振动器作用机理及其在苏里格气田、玉门油田和大庆油田等多口井的现场使用情况来评价水力振荡器的使用效果,并通过玉门油田鸭K1-7井现场试验来分析水力振荡器使用中的注意事项。     

ENSO循环之中的海气相互响应--对次表层海温和大气旋度的资料分析

利用美国国家环境预测中心（NCEP）和联合环境数据分析中心（JEDAC）资料,分别定义了表征海洋和大气变异的风场涡度指数和温度场指数,对热带太平洋海域的极值曲面上的温度距平、850 hPa风应力旋度进行了分析.结果显示,大气对海洋热力强迫的响应主要是Gill型,而大气又可以通过风应力旋度造成的Ekman抽吸作用来影响海洋,这种海气相互作用影响着ENSO循环的发展.通过简单的统计分析,解释了二者在ENSO循环之中所起的作用,并从资料中验证了El Nio事件具有3～4年的循环周期.这在一定程度上支持了ENSO的时滞振荡子和自然振荡子理论.     

13.7米望远镜用3mm振荡器恒温电路的改进

本文介绍了青海站 1 3.7米射电望远镜上 3mm振荡器恒温电路的改进情况。新的恒温电路有别于原来所使用的恒温电路的工作方式。实际使用证明 ,该电路性能可靠 ,显著提高了系统稳定性。     

Rigid–plastic approximation to predict plastic motion under strong earthquakes

The paper shows that the rigid–plastic oscillator can be used to evaluate the maximum plastic displacement of any elastic–plastic oscillator under any earthquake. Motivated by this result a rigid–plastic response spectrum is introduced, which provides an easy method to calculate the maximum plastic displacement of a rigid–plastic oscillator for any given earthquake. Such a spectrum is easier to construct than the elastic–plastic response spectrum or the classical elastic one. By means of appropriate formulas presented in the paper, the rigid–plastic response spectrum can be used to determine a realistic upper bound to the maximum plastic displacement of any elastic–plastic oscillator under the given earthquake. Copyright © 2001 John Wiley & Sons, Ltd.     

On precise time integration method for non-classically damped MDOF systems

In the complex mode superposition method, the equations of motion for non-classically damped multiple-degree-of-freedom （MDOF） discrete systems can be transferred into a combination of some generalized SDOF complex oscillators. Based on the state space theory, a precise recurrence relationship for these complex oscillators is set up; then a delicate general solution of non-classically damped MDOF systems, completely in real value form, is presented in this paper. In the proposed method, no calculation of the matrix exponential function is needed and the algorithm is unconditionally stable. A numerical example is given to demonstrate the validity and efficiency of the proposed method.