基于大视场光学测量设备的多星观测和解算天文经纬度研究

本文提出了一种新的基于大视场光学测量设备和GPS测量点位天文坐标的方法,即测量多个星体方位角相对于主光轴方位角的增量,然后通过非线性最小二乘法解算出点位的天文坐标。采用该方法不仅可以避免讨论大气蒙气差的修正问题,而且能够满足高精度天文坐标的测量要求。     

地震仪器设备管理系统的设计与实现

利用Java语言,使用Microsoft SQL Server 2005数据库,利用MyEclipse工具研发地震仪器设备管理系统.使用该系统进行台站仪器设备信息管理,便于保存、查询、更新信息,实现数据资料的完整、准确、长期保存,工作效率增加.     

补偿电流对核旋分量仪的影响及补偿稳流装置

着重讨论补偿电流对核旋分量磁力仪在观测地磁场垂直分量中的影响,介绍了补偿稳流装置和在大连地磁台应用的效果。     

FD─1型多功能防盗报警器

地震监测设施点多面广，被盗、被破坏的情况时有发生，直接和间接的经济损失十分严重。由此引起的仪器停记，造成资料中断的损失则无法用金钱计算、针对此问题，我们运用模糊控制技术技术，研制开发了ＦＤ－１型多功能防盗报警器。它通过检测来访者的文明程度，采取一系列相应的反击措施：即自动打开室内灯光、电视机、录音机等，造成室内有人的假象；对不知趣者给予警告、警铃……直至发出＂有电危险，请勿靠近＂的警告和电击（无生命危险），达到御敌于门外之目的。该报警器不仅适用于地震台站，也广泛用于各企业事业单位和家庭防盗等。     

海南省“十五”测震台网运行后台站的维护

海南省“十五”测震台网是集数字化、综合化、自动化技术为一体的大动态、宽频带地震观测系统,在地震速报、预报和地震科学研究中发挥重要的作用。本文通过对海南省测震台站故障情况的分析和总结,介绍地震台站维护的一些经验和方法。     

Dynamic soil–structure interaction analysis of a telescope at the Javalambre Astrophysical Observatory

This paper presents the dynamic soil–structure analysis of the main telescope T250 of the Observatorio Astrofísico de Javalambre (OAJ, Javalambre Astrophysical Observatory) on the Pico del Buitre. Vibration control has been of prime concern in the design, since astrophysical observations may be hindered by mechanical vibration of optical equipment due to wind loading. The telescope manufacturer therefore has imposed a minimal natural frequency of 10 Hz for the supporting telescope pier. Dynamic soil–structure interaction may significantly influence the lowest natural frequency of a massive construction as a telescope pier. The structure clamped at its base has a resonance frequency of 14.3 Hz. A coupled finite element–boundary element (FE–BE) model of the telescope pier that accounts for the dynamic interaction of the piled foundation and the soil predicts a resonance frequency of 11.2 Hz, demonstrating the significant effect of dynamic soil–structure interaction. It is further investigated to what extent the coupled FE–BE model can be simplified in order to reduce computation time. The assumption of a rigid pile cap allows us to account for dynamic soil–structure interaction in a simplified way. A coupled FE–BE analysis with a rigid pile cap predicts a resonance frequency of 11.7 Hz, demonstrating a minor effect of the pile cap flexibility on the resonance frequency of the telescope pier. The use of an analytical model for the pile group results in an overestimation of the dynamic soil stiffness. This error is due to the large difference between the actual geometry and the square pile cap model for which the parameters have been tuned.     

Seismic interaction in linearly connected electrical substation equipment

An electrical substation consists of a complex set of equipment items that are interconnected through conductor buses or cables. If the connections are not sufficiently flexible, significant dynamic interaction may occur between the connected equipment items during a seismic excitation. This interaction is believed to be responsible for some of the observed substation equipment damage in recent earthquakes. This paper investigates the interaction between two equipment items connected by a linear spring‐dashpot or spring‐dashpot‐mass element representing a conductor bus. It is found that the interaction between the two equipment items may significantly amplify the response of the higher‐frequency equipment item. The influences of various key parameters on the interaction effect are quantified. Means for reducing the adverse interaction effect are described. Copyright © 2001 John Wiley & Sons, Ltd.     

PTY－8Ⅲ型地震遥测设备的研制及遥测地震台网观测系统的改造

介绍了最新研制的ＰＴＹ－８Ⅲ型地震遥测设备以及北京遥测地震台网观测系统的更新与改造。     

数字地震台操作分析工具一DIMAS软件包简介

ＤＩＭＡＳ（Ｄｉｓｐｌａｙ,　Ｉｎｔｅｒａｃｔｉｖｅ　 Ｍａｎｉｐｕｌａｔｉｏｎ　ａｎｄ　Ａｎａｌｙｓｉｓ ｏｆ Ｓｅｉｓｍｏｇｒａｍｓ－“地震图 的显示和交互式操作与分析”）软件包是ｉｒｉｓ ＧＳＮ 台站所使用的数字地震分析应用软件． 同时它也适合我国部分数字台站（如ＮＣＤＳＮ）的日常分析工作,如波形放大与缩小、震相 拾取、震级计算、方位角计算、计算震中和震源深度以及发震时刻等;还可以做一些进一 步的分析处理工作,如波谱分析、滤波、分量旋转、质点运动分析以及仿真模拟地震图． 由于它是交互式菜单操作,所以有用户界面良好,易学易用,适合台站操作人员使用的特 点     

特高压电气设备抗震设计反应谱特征周期取值研究

特征周期是抗震设计反应谱的重要参数,开展特高压电气设备抗震设计反应谱特征周期的研究,具有重要的理论意义和工程应用价值。对美国、日本等世界范围内的1448 条Ⅲ类场地水平向强震记录进行了统计分析,结果表明震级、震中距对特征周期有较大影响;强震记录特征周期的80%分位数结果约为0.9s。对全国近年来已通过评审的312 个Ⅲ类场地的地震安全性评价结果进行了统计分析,70%分位数的特征周期为0.9s。结合相关规范的对比分析,建议特高压电气设备抗震设计反应谱的特征周期取0.9s,可有效保证特高压电气设备的地震安全。