2000Mc太阳射电望远镜本机振荡器改造

本文介绍了２０００Ｍｃ太阳射电望远镜本机振荡器改造的基本原理，以及本机振荡器的主要技术指标进行检测的结果，结果表明主要技术参数达到了原设计指标。     

The Lissajous transformation III. Parametric bifurcations

We examine a parametric family of cubic perturbed 1-1 resonant harmonic oscillators with an aim to understanding the phase flows of the reduced system. Variation of the parameters leads the system through five bifurcations of different types. Some bifurcations are due to passage through cases of discrete symmetry or integrability. A conjecture correlating degenerate equilibria in reduced systems with integrability is modified and reinforced.     

A preliminary prediction of seismic damage‐based degradation in RC structures

Estimation of structural damage from a known increase in the fundamental period of a structure after an earthquake or prediction of degradation of stiffness and strength for a known damage requires reliable correlations between these response functionals. This study proposes a modified Clough–Johnston single‐degree‐of‐freedom oscillator to establish these correlations in the case of a simple elasto‐plastic oscillator. It is assumed that the proposed oscillator closely models the response of a given multi‐degree‐of‐freedom system in its fundamental mode throughout the duration of the excitation. The proposed model considers the yield displacement level and ductility supply ratio‐related parameter as two input parameters which must be estimated over a narrow range of ductility supply ratio from a frequency degradation curve. This curve is to be identified from a set of recorded excitation and response time‐histories. Useful correlations of strength and stiffness degradation with damage have been obtained wherein a simple damage index based on maximum and yield displacements and ductility supply ratio has been considered. As an application, the proposed model has been used to demonstrate that ignoring the effects of aftershocks in the case of impulsive ground motions may lead to unsafe designs. Copyright © 2001 John Wiley & Sons, Ltd.     

陡波形立管涡激振动疲劳损伤参数敏感性分析

基于柔性杆理论和尾流振子模型计算陡波形立管的涡激振动响应;综合使用S-N曲线法、雨流计数法、Palmgren-Miner线性累积疲劳理论对立管涡激振动导致的疲劳损伤进行计算分析.并以MATLAB为平台编写相应计算程序,将本文计算得到的静力分析结果、固有频率和疲劳损伤分别与专业海工计算软件O rcaFlex和已发表文献进...     

副热带圈和赤道太平洋海表温度年代际变更的海-气振子模型的研究

研究了海-气振子模型的时滞方程的模型,目的是创建一个有关海-气振子模型的非线性方程的渐近求解方法.借助同伦映射方法,研究对应问题近似解.本同伦方法是近似的的解析方法,它能进一步分析海-气振子的海表温度异常的其他性态.     

Perturbed solving method for interdecadal sea-air oscillator model

A coupled system of the interdecadal sea-air oscillator model is studied.The El Nio-southern oscillation(ENSO) atmospheric physics oscillation is an abnormal phenomenon involved in the tropical Pacific ocean-atmosphere interactions.The oscillator model is involved with the variations of both the eastern and western Pacific anomaly pat-terns.This paper proposes an ENSO atmospheric physics model using a method of the perturbation theory.The aim is to create an asymptotic solving method for the ENSO model.Employing the perturbed method,the asymptotic solution of corresponding problem is obtained,and the asymptotic behaviour of the solution is studied.Thus we can obtain the prognoses of the sea surface temperature anomaly and related physical quantities.     

Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves

A closed-form analytical solution is presented for the dynamic response of a SDOF oscillator, supported by a flexible foundation embedded in an elastic half-space, and excited by plane SH waves. The solution is obtained by the wave function expansion method. The solution is verified for the special case of a rigid foundation by comparison with published results. The model is used to investigate the effect of the foundation flexibility on the system response. The results show that the effect is significant for both foundation response and structural relative response. For a system with more flexible foundation, the radiation damping is smaller, the foundation response is larger, especially for obliquely incident waves, while the structural relative response is smaller, and the system frequency shifts towards lower frequencies. This simple model may be helpful to obtain insight into the effects of soil–structure interaction for a slim structure on an extended flexible foundation.     

基于OrcaFlex的钢悬链立管疲劳损伤预报

涡激振动是钢悬链立管疲劳损伤的重要诱导因素之一,因此涡激振动分析在钢悬链立管设计中占据重要地位。OrcaFlex在海洋工程领域功能强大、应用广泛,能够提供两种涡激振动疲劳损伤预报方法,分别是基于模态叠加法的频域预报方法和基于Iwan-Blevins尾流振子模型的时域预报方法。OrcaFlex的涡激振动时域预报模型只考虑了横流向涡激振动造成的疲劳损伤,基于OrcaFlex的时域预报方法开发了双自由度涡激振动尾流振子模型的接口,考虑了浮式平台运动对钢悬链立管的涡激振动激励作用,实现了钢悬链立管双自由度涡激振动疲劳损伤预报。     

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黑龙江板块构造地球物理研究基本进展

位于东北亚的黑龙江板块由额尔古纳－兴安、松嫩－张广才岭、佳木斯、兴凯微板块和完达山地体拼贴组成。自中国满洲里－绥芬河地学断面（GGT）地球物理综合研究以来,东北地区进行了大量的地电、重磁、地震探测工作,得到的成果对研究东亚地球动力学、探查矿产资源具有极为宝贵的基础作用。这些成果包括：1）地震波速指示松辽盆地石炭－二叠纪（C－P）基底地层至少在松辽盆地北部和南部都存在,这里成为油气探查的新领域;松辽盆地滨北地区面积约7 万km²,具有良好的油气远景。2）解释MT资料发现,组成黑龙江板块的几个微板块之间都存在陆间洋的俯冲,并时有洋壳残片伴生;而黑龙江板块与其南部的华北板块之间则存在古亚洲洋向黑龙江板块的俯冲。3）对大兴安岭－太行山－武陵山大型重力梯级带的成因机制提出了“三结点模型”。利用近垂直反射地震剖面,发现了松辽盆地一带莫霍（Moho）界面大型近南北向的“断开带”。 4）油气地震成像、去噪、波场与信息方面,建立了三维条件下的有限孔径偏移理论;在提出消减随机噪声的一维时变中值滤波基础上,又建立了二维中值滤波技术;把时频峰值滤波引进到地震勘探消噪领域,建立了Ricker子波核最小二乘支持向量机回归滤波方法;提出了Seislet变换重建技术,以及扩展的高阶Seislet变换方法。由迹变换理论出发建立了消减地震面波的Co-Core迹变换方法。用伪谱法模拟黏弹各向异性介质中波的传播特征,发现黏弹各向异性介质中准S（qS）波比准P（qP）波衰减程度大;通过建立的混沌振子系统,检测出淹没在强随机噪声背景中的地震同相轴,并建立了时空域双曲滤波方法。系统研究了地质雷达的理论和方法,建立的地质雷达偏移成像系统成功地用在了地雷成像中。