Time-delay damping theory

In this paper, existing damping theories are briefly reviewed. On the basis of the existing damping theories, a new kind of damping theory, i.e., the time-delay damping theory, is developed. In the time-delay damping theory, the damping force is considered to be directly proportional to the increment of displacement. The response analysis of an SDOF time-delay damping system is carried out, and the methods for obtaining the solution for a time-delay damping system in the time domain as well as the frequency domain are given. The comparison between results from different damping theories shows that the time-delay damping theory is both reasonable and convenient. Supported by: Key Project in Ninth Five-Year Plan of China Seismoligcal Bureau     

时滞网络控制系统的动态输出鲁棒控制

针对网络控制系统中存在的不确定时滞,将网络控制系统模型转化为不确定系数的离散时间模型。利用Lya-punov稳定性理论和线性矩阵不等式技术,提出动态输出鲁棒控制器的设计方法,同时给出闭环系统鲁棒渐近稳定的充分条件。仿真例子验证了所提方法的有效性。     

长波定时接收机系统时延的测量改进

为进一步提高用户定时校频精度,我们通过使用移相技术并利用高精度数字存储示波器和高精度计数器,对长波接收系统时间延迟的测试方法进行了改进,获得了比原先更精确的测量结果。     

四川黑水垭口山隧道工程勘察漏失孔钻进技术及泥浆工艺

采用植物胶系列泥浆材料加有机高分子处理,配制出具有延时膨胀功效的泥浆,解决了钻孔全部漏失的难题,对于类似地层钻探施工有借鉴意义。     

线性系统的时滞相关稳定性

研究线性时滞系统的时滞相关稳定性问题。利用李雅普诺夫稳定性理论结合微分不等式 ,提出了若干个时滞相关稳定性的新判据 ,并给出了系统的时滞项上界的估计公式。得到的稳定性判据较简洁 ,且具有较低的保守性。     

一类相对转动时滞非线性动力系统的稳定性分析

建立了具有时变刚度、非线性阻尼和谐波激励的一类相对转动时滞非线性动力系统的动力学方程.采用多尺度法推导出时滞动力系统的分岔响应方程,运用奇异性理论研究系统结构稳定性,得到主共振稳态响应方程的转迁集以及不同参数下分岔曲线的拓扑结构.应用Hopf分岔理论讨论了时滞动力系统动态稳定性,给出了系统产生极限环的条件,最后用数值模拟的方法研究了时滞参数对系统极限环幅值的影响.     

AUV定位信号检测延时的蒙特卡洛模拟分析

在简要介绍AUV声学定位声纳接收机原理基础上,分析了CW脉冲信号在极性相关检测电路中的传输过程,建立了极性相关积分检测延时仿真分析模型。提出采用蒙特卡洛模拟方法获取检测延时的分布特征和统计参数的观点。实验结果表明蒙特卡洛模拟实验与硬件电路实验结果一致,对于解决随机性检测延时问题具有很强的能力。获得的结果可为AUV定位声纳检测门限的设定、声学测距和定位精度分析以及水声通信延时分析提供参考。     

An LMI approach to H∞-control of time-delay systems for the benchmark problem

In this paper, three H_∞-control design methods are developed and applied to a three-storey building with an active mass damper as a control mechanism. The system of equations of the structural system, including the actuator and sensors, has been developed directly from experimentally derived data which forms the basis of the benchmark study discussed in this paper. The building plus the damper are modelled as a nominally linear system with input as well as state delays. Feedback control synthesis are first performed by using either of the two forms; the first is a pure state feedback and the other is a static output feedback. The analytical results are cast into a Linear Matrix Inequality (LMI) framework which can be solved numerically by efficient interior-point methods. The developed system is subjected to two historical earthquake excitation inputs (ElCentro and Hachinohe) and to the Kanai–Tajimi filter. The response is given in the form of indices in order to compare with other solutions of the benchmark problem. In addition, simulation results pertinent to the developed techniques are presented. © 1998 John Wiley & Sons, Ltd.     

顾及降雨及库水位因素的滑坡时滞分析与预测——以三峡库区新铺滑坡为例

降雨及库水位涨落是引起库岸滑坡形变失稳的主要诱发因素,但滑坡位移速率对此类诱发因素的响应具有一定的滞后性,影响人类对滑坡所处运动状态的判断与预测.针对常规预测模型中未考虑时滞效应的问题,利用三峡库区新铺滑坡的GNSS位移监测数据、奉节气象站降雨数据以及三峡库区库水位涨落数据,通过对监测区内9个GNSS监测点的位移速率序...     

高精度脉冲分配技术研究

脉冲分配网络是卫星导航时频系统的重要组成部分之一,其主要任务是基于时频基准构造高精度同步脉冲分配网络,为导航设备提供统一的时间同步信号,确保设备工作的时序一致性。从脉冲信号的上升时间和传输时延一致性等方面对脉冲分配技术开展研究,设计了两种脉冲分配方法,并对这两种方法进行了分析比较,为相关时频设计提供参考。