EDA技术结合Linux操作系统在地震前兆仪器中的应用.

应用Altera公司的QuartusⅡ、NIOSⅡIDE开发软件和SOPC Builder工具,采用cycloneⅡ系列FPGA 芯片EP2C35,设计了质子式旋进磁力仪原理主机硬件平台．构建和配置了NiosⅡ软核处理器、IO 接口电路及传感器控制电路,编写了全数字锁相环、等精度计数器等硬件单元的VHDL代码,实现了质子旋进式磁力仪器原理主机核心电路的单芯片系统逻辑设计．研究了linux嵌入式操作系统的配置技术,并建立了基于NiosⅡ软核处理器的linux交叉编译环境,成功将linux移植到NiosⅡ环境中．在该系统下编写了主机硬件平台的设备驱动程序和用户程序,实现了原理样机各设计功能,达到了预期目标．      

光弹颗粒材料的直剪实验研究

对颗粒材料中的力链分布特征的了解,有助于从根本上了解颗粒材料基本性质。借助光弹实验,对两种直径混合的颗粒材料在二维直剪作用下的平均强度力链分布和几何结构变化进行了初步的探索。光弹实验方法是目前能够直观观察到力链分布的唯一有效的实验方法,在进行光弹实验前,设计研制了光弹直剪仪并进行了多次光弹圆盘颗粒材料退火实验。利用数字图像技术对光弹实验结果进行处理,并尝试用彩色梯度算法表征颗粒材料的平均受力情况,并获得平均强度力链。结果表明,二元颗粒材料集合体的几何结构具有各向异性。对力链方向统计分析表明,平均强度力链出现了局部化。     

Soil loss and displacement by heavy equipment in forest road subgrading projects

Forest soil is an important component of the natural environment, and is a primary medium for many biological activities. In this study, soil loss and displacement by excavator and bulldozer （heavy equipments） were measured on cut and fills slopes of forest roads located in Mazandaran province, lran. The volumes of soil losses were estimated by prismoidal analyses of cut and fill slopes deformation between two time treatments （under subgrading and two years later） in slope classes of 30-50% and 50-70%. Weights of soil losses were calculated by multiplying the volumes of soil losses （cm^3） to the general bulk density （1.3g/cm^3）. Soil displaced area by heavy equipment was evaluated according to earth working width. Results indicated that heavy equipment has significant effect on deformation of cut slope gradient and fill slope length （p〈0.0001）. During the two-year period, the cut （p〈0.0002） and fill （p〈0.0001） slope gradients were significantly deformed in different slope classes. The average soil loss by excavator and bulldozer were 160.35 t/ha·yr and 429.09 t/ha·yr, respectively. Moreover, the soil displaced area during the subgrading process by bulldozer was greater than excavator in both two slope classes （p〈0.05）. Soil loss and displacement in forest roads can be rednced by applying powerful excavators in subgrading project, especially in steep terrains.     

辽宁省数字强震台网建设与运行

辽宁省在“十五”、“十一五”期间,已建成一个具有72个强震台站组成的数字强震动台网。本文从台网布局、技术系统、设备运行等几个方面介绍了辽宁强震台网的情况。     

隔震结构-设备组合体系的优化设计研究

对于放置有设备的功能性隔震结构,目前的设计方法忽略了结构与设备的动力相互作用,仅满足隔震结构的抗震要求,并不考虑设备的抗震性能.因此,本文给出一种隔震结构-设备组合体系的优化设计方法,考虑设备与隔震结构的相互作用和非比例阻尼影响,以设备和隔震结构同时满足抗震要求为目标函数,采用多种群遗传算法,对隔震结构-设备组合体系进...     

促进智能电网发展推动能源高效利用-记2014全球智能电网峰会暨第4届中国国际智能电网建设技术与设备展

在今年的“两会”上,如何治理雾霾成为代表们热议的重要话题。发展智能电网及分布式能源是治理雾霾的重要助推力已经得到社会各界的广泛认同。为推动这一领域的技术进步和发展,促进国内外科研人员的交流与合作,2014年3月31～4月2日“2014全球智能电网峰会及第4届中国国际智能电网建设技术与设备展”在国家会议中心隆重召开。     

A rotary-shear low to high-velocity friction apparatus in Beijing to study rock friction at plate to seismic slip rates

This paper reviews 19 apparatuses having highvelocity capabilities,describes a rotary-shear low to highvelocity friction apparatus installed at Institute of Geology,China Earthquake Administration,and reports results from velocity-jump tests on Pingxi fault gouge to illustrate technical problems in conducting velocity-stepping tests at high velocities.The apparatus is capable of producing plate to seismic velocities（44 mm/a to 2.1 m/s for specimens of 40 mm in diameter）,using a 22 kW servomotor with a gear/belt system having three velocity ranges.A speed range can be changed by 103 or 106by using five electromagnetic clutches without stopping the motor.Two cam clutches allow fivefold velocity steps,and the motor speed can be increased from zero to 1,500 rpm in 0.1-0.2 s by changing the controlling voltage.A unique feature of the apparatus is a large specimen chamber where different specimen assemblies can be installed easily.In addition to a standard specimen assembly for friction experiments,two pressure vessels were made for pore pressures to 70 MPa;one at room temperature and the other at temperatures to 500 °C.Velocity step tests are needed to see if the framework of rate-and-state friction is applicable or not at high velocities.We report results from velocity jump tests from 1.4 mm/s to 1.4 m/s on yellowish gouge from a Pingxi fault zone,located at the northeastern part of the Longmenshan fault system that caused the 2008 Wenchuan earthquake.An instantaneous increase in friction followed by dramatic slip weakening was observed for the yellowish gouge with smooth sliding surfaces of host rock,but no instantaneous response was recognized for the same gouge with roughened sliding surfaces.Instantaneous and transient frictional properties upon velocity steps cannot be separated easily at high velocities,and technical improvements for velocity step tests are suggested.     

新疆测震台站部分常发故障分析与讨论

对新疆测震台站各类仪器设备经常出现的部分故障进行总结,内容涵盖地震数据采集系统、台站电源系统、台站数据通信系统经常出现的各类故障,阐述了故障表象,对故障产生原因进行分析与总结,并提出相应解决方案。对多种类型地震专业设备、多类台站通信方式进行对比分析,阐述了在实际使用中各自的优缺点与适用性,以期在台站改造与建设中起到参考作用。     

通道式系列安检机国家专利产品

ZF5030（DR＋LS）18065（DR＋LS）／ZF6550（DR＋LS＋CBS）复合型X射线通道式安检机是我们公司自主研发,填补国内空白,具有世界先进水平的安全检查设备。它将数字化多能量X射线透射成像技术（DR--DigitizedRadiography）和基于康普顿背散射扫描技术（CBS--ComptonBackscatterScanning）的液体（LS-LiquidSecurity）和固体有机物安检相结合,实现了在不打开行李箱包的情况下,同时对行李箱包内金属违禁品、     

山东埠西黄土剖面沉积特征及古气候环境意义

对山东济南章丘埠西黄土剖面进行了系统的野外调查,并对山东章丘埠西黄土剖面进行了粒度、磁化率以及光释光测年等指标研究分析,结果表明：① 根据粒度测量数据和粒度参数变化特征,并运用萨胡判别公式对其沉积环境进行判别,可知山东埠西剖面黄土沉积主要为风成沉积。通过粒级—标准偏差方法提取的环境敏感粒级分别为7.08~8.91 µm和39.81~50.12 µm;② 磁化率变化与不同粒级百分含量的变化之间具有明显的相关性,其中低频磁化率变化范围为32.38×10^-8~138.46×10^-8m³kg^-1,高频磁化率在 30.62×10^-8~123.31×10^-8m³kg^-1 之间变化,其变化特征一定程度上反映了埠西黄土剖面形成时的古气候环境信息;③ 结合光释光年代的测量数据与前人的研究成果,可将该黄土剖面划分为3个黄土层和3个古土壤层,该剖面记录了末次冰期以来该区域古气候环境的变化历史过程。