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Methods After treated with a specific demethylating agent,Aza and acetylating agent, TSA, the status of 5'CpC island methylation of ING1b gene in HT29 human colon cancer cell line was analyzed using methylation specific polymerase chain reaction,and the level of histone acetylation was analyzed by chromatin immunoprecipitation,and reverse transcription polymerase chain reactionwas used to examine ING1b mRNA expression.

应用特异性DNA甲基转移酶抑制剂5-氮-2'-脱氧胞苷(5-Aza-2'-dc,以下简称Aza)及组蛋白去乙酰化酶抑制剂曲古抑菌素A作用人结肠癌细胞株HT29后,用甲基化特异性PCR检测该ING1b基因核心启动子区域CpG岛甲基化情况,用染色质免疫沉淀检测其乙酰化组蛋白绑定的DNA情况,并用逆转录聚合酶链反应检测ING1bmRNA表达。

Compared with other VDS, IVDS significantly outperforms these models by adding honeypot which allays the amount of analytical data, detects new virus and reduces the false positive. We also use zeroing transformation technology to detect metamorphic virus and meanwhile reduce the amount of antibody with detection time shortened by a long way.

该模型与同类模型比拟在于增添了蜜罐,这样做的长处是极大地减少了须要剖析的数据量,能够检测到新病毒,也从一定水平上下降了误报率;另外,使用了零转换技术,对已知病毒的变形亦能检测到,同时也使得疫苗库须要存储的疫苗量减少,大大缩减了检测时光。

Results In pancreatic cancer patients the positive rate of plasma K - ms gene mutation was 73 %, without false positivity, and higher than that in the pancreatic juice and duodenal juice, but lower than that in the fine - needle aspirates. Plasma K - ras gene mutation was not found in patients with benign pancreatic disease and healthy subjects.

结果 胰腺癌患者血浆K-Fas基因的突变阳性率为73%,无假阳性率,高于胰液、十二指肠液的检测率,低于细针穿刺的检测率;胰腺良性病变患者及健康对照者血浆中未检测到K-ras基因的突变;胰腺癌组K-ras基因突变与非胰腺癌组及健康对照组相比具有显著性差别。

The main function of this system is to implement automatic analysis of malicious codes'attacking behavior by the dynamical analyzing method. The system has the flowing characteristics: 1 Automatizing the malicious codes analyzing flow which includes the attack information collection, the attack information analysis and the attack recovery. 2 Collecting comparatively detailed attack information. 3 Detecting many kinds of automatic running techniques of malicious codes. 4 Detecting a kind of attack technique of hiding information in registration table and several kinds of attack techniques of hiding process. 5 Implementing visual show of attack reports. 6 Preventing attack from diffusing by the technique of virtual machine. 7 Detecting some new malicious codes.

该系统的主要功能是对恶意代码的攻击行为进行自动化分析,该系统采用的分析方法是一种恶意代码的动态分析方法,该系统具有以下特点:1实现了恶意代码分析流程自动化,包括攻击信息收集、攻击信息分析和攻击恢复的自动化。2收集较全面的攻击信息。3实现了对恶意代码的多种自启动技术的检测。4实现了检测一种在注册表中进行信息隐藏的攻击技术和几种进程隐藏的攻击技术。5攻击报告可视化显示。6通过虚拟机技术防止攻击扩散。7能够检测到一些新出现的恶意代码。

This paper deploys research about the damnification identify, employ capacity and reinforce technology with reason of Double bend arch bridge through finding out disease position of construct and cause, colligating these result of the actual bridge detection and load test and analysis and research on the theoretics of damnification ,and so on,despending on a lots of measure and means ,finding out its present condition and checking structure internal force through choosing the proper mechanics model according as a lots of prototype information.

本题以安徽省省道S310上K139+000处的大店岗桥为实例,从检测入手,利用各种检测方法和手段,了解双曲拱桥的现行工况,并依据各类原型资料选择合适的力学模型进行结构内力验算,通过荷载试验、理论分析等方法,查明结构的病害部位和形成原因,综合实桥检测结果和荷载试验结果以及损伤理论的分析研究等等,展开对双曲拱类桥型的损伤鉴定、使用能力和合理加固技术方法的研究。

Synthetically considering these characteristics, the method of freeway management and control are presented according to four aspects: system objective orientation and concept design, system demand and requirement analysis, system data management and network structure, traffic control and accident detecting theory as well as its application. Function and structure of system are delimitated from the point view of integration. Construction and function demand of subsystem are analyzed and basic implement projects are presented. In this thesis, system data flow and management method and target which based on system network topology structure and equipment demand are described. Traffic modeling ideology and the process of making dynamic model as well as accident detecting program are presented with centralized and distributed traffic control theory in detail, then freeway ramp control theory which based on predictive model and its theoretic pattern are explored. Finally, based on the object oriented programming, program of accident detecting and checking on freeway is developed by using visual C++ as tool.

论文综合考虑高速公路交通管理系统的上述特征,分别从系统目标定位及概念设计、系统需求分析、系统数据管理及网络结构分析、交通控制与交通事件检测理论与应用四个层面,对高速公路交通管理与控制问题进行了系统阐述,界定了系统的功能及各功能的实现要求,并从系统集成角度划分了系统的结构;分析了各子系统的信息、功能、建设等方面的需求,给出了基本实施方案要求;对系统数据流程进行了描述和梳理,提出了数据管理的方法、目标及措施,分析、设计了系统网络拓扑结构及设备需求;阐述了交通模型的建模思想和动态交通模型的建立过程,对集中式和分散式全局交通控制理论进行了详细的分析,提出了基于预测的高速公路匝道控制理论,并对理论模式及相关的问题进行了研究,分析了高速公路事件检测系统,并采用面向对象的编程思想,以Visual C++为编写工具,开发了高速公路事件检测系统分析软件。

Secondly, basing on the analysis and research to the original measurement system NIM-10000H, the methods of exerting demagnetizing electric current and measuring flux are found out and the device is designed. Experiments are made to prove the feasibility of the device. Although there is feasibility in theory, it should be further research and perfection on making sure the exact electrical current.

第二部分是在对原有检测系统NIM-10000H进行分析和研究的基础上,逐步摸索出施加退磁电流的方法和实测磁通的快速检测方法,并设计出实验用的装置,加以实验验证是否可行,是否能达到快速检测,最终给出初步的结论,该方法可行,只是速度还不够快,而且电流大小的确定还有待进一步的研究和完善。

Hole tape single hole acoustic wave detection and ultrasonic CT were used for position and range of disfigures in TGP dam concrete .

介绍了混凝土缺陷无损检测的各种方法,使用钻孔录像,单孔声波测试和超声波CT技术等三种方法检测出某面板堆石坝某段混凝土缺陷位置和范围,证明它们是混凝土缺陷检测的有效方法。

In this paper, the dissents in groundwater analytical data from a ministerial professional laboratory during 1991 to 2000 were summarized. The factors resulting in the dissents, their characteristics and causes, as well as prevention measures were discussed. During the 10 years, dissents of 12 parameters including H2SiO3, Sr, NO2(superscript -), I(superscript -), SO(superscript 2- subscript 4) and etc. were found and most of the parameters are very important in research of hydrogeology, hydro-geochemistry, groundwater environment and groundwater exploration.

通过对国土资源部某专业实验测试中心10年质量异议资料的分析,总结了地下水水质检测中容易产生质量异议的检测参数,分析了这些参数的特点,探讨了质量异议产生的原因和预防措施。1991~2000年间该实验室共有H2SiO3、Sr、NO2、I、SO(上标 2-下标 4)等12项检测参数出现质量异议,大多为水文地质、水文地球化学、地下水环境质量研究和地下水开发利用所关心的关键参数。

Also, based on the engendering characteristics of acoustic sources, parameters and waves characteristics of signals are identified through calculating.

理论分析表明,气泡破裂所产生的声发射源强度超过了检测系统的灵敏度,可以被声发射检测系统检测到。

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