在役风险管道检测与评价技术在湖田管线的应用

目前,在役老管道存在防腐层老化、管体腐蚀等问题,急需对在役风险管道进行检测和安全评价。文中以湖田输气站至烯烃厂天然气管线为实例,提出了管道完整性检测技术与安全评价方法,确定管道的现状,并提出相应措施及建议,保障管道安全运行。     

Optimum arrangement of braces in jacket platform based on strength and ductility

Nonlinear behavior of jacket platforms is important in both design and rehabilitation issues that depends on the bracing arrangement. Both ductility and strength of the structures derived from pushover analysis are highly related to configuration of the braces. Considering a suitable criterion such as constant weight or constant stiffness and period of the structure in all arrangement cases, one can compare the capacity curves and find the best configuration. In this paper a simple logical method for investigating the strength and ductility of the jacket structure is presented, it is shown that global geometry and configuration of the braces are very important and effective in both strength and ductility parameters. Three parameters, normalized strength, normalized ductility and a combination of these two parameters are defined in order to have an engineering and practical index for comparing the results. At the end of the numerical discussion, the optimum configuration can be found. Such an investigation is very important in the initial design stage. Also, in assessment of existing platforms, it is very important to find the reliable strength and ductility of the structure. Such a study gives a deep view of this issue as well.     

Collision damage of jack-ups

North Sea collision accident records covering a period of ten years indicate that the risk of collisions involving jack-ups is not dissimilar to that for semi-submersibles or fixed jacket structures. However, jack-ups are much more flexible than jackets and have a much lower degree of redundancy. Their response to collisions and their ability to absorb impact energy is, therefore, expected to be considerably different in comparison to jackets. This paper examines available data and information regarding the capability of jack-ups to withstand collision impacts and investigates the level of local damage that can potentially be caused to jack-up legs due to accidental collisions.     

格式塔理论观照下的科技英语汉译

格式塔理论强调认知的整体观与完形观,对译学研究有一定的启示．科技文章思维缜密,逻辑严谨,文体上表现出一定的格式塔特质．文章以科技英语（EST）为语料,格式塔理论宏观阐述与科技翻译具体实例相结合,探讨格式塔理论及其相关原则（接近、相似、闭合、简约）对科技英语汉译实践的观照．     

社会整合的软权力研究

在社会治理领域,权力的行使几乎无所不在,没有权力就无法维持社会秩序的正常运转,也无法达到社会整合状态。在建设社会主义和谐社会的当代中国,更应该关注和研究社会整合软权力的问题。     

低应变法在桩身完整性检测中的应用实例解析

文中通过对低应变实测曲线的分析,分析了常见各种类型基桩在进行低应变桩身完整性检测中容易出现的问题,以及针对这些问题的相关处理意见,可为今后基桩低应变完整性检测提供参考。     

Security Mechanisms of Wired Equivalent Privacy and Wi-Fi Protected Access in WLAN： Review and Analysis

An analysis of WLAN security mechanisms of wired equivalent privacy (WEP) and Wi-Fi protected access (WPA) discovers that the current literature is not totally creditable in its judgment on the security value of WEP and WPA.Based on the respective performances of WEP and WPA under certain typical attacks,this paper substantiates the judgment that WEP has quite a few vulnerabilities concerning confidentiality and integrity,but at the same time challenges the judgment on WPA with that WPA is robust enough to confront potential typical attacks and is not so unreliable as the current literature believes,although it has some vulnerabilities in its message integrity code (MIC).     

浅谈钻孔灌注桩完整性检测与施工质量控制

对钻孔灌注桩桩身完整性检测中发现问题进行分析,提出钻孔灌注桩施工中的质量控制,为施工过程控制提供借鉴。     

基于GPS/GPRS的辅助列车完整性监测系统

结合GPS定位技术和GPRS通信技术,提出了一种基于GPS/GPRS的辅助列车完整性监测系统,阐述了系统功能设计、系统车载设备与地面设备的功能及结构,详细描述了系统工作流程,最后进行了系统验证和实时性分析。     

隧道洞内管棚超前预支护力学行为的理论分析

为使管棚受力分析模型能更好地模拟管棚的实际受力状态,基于注浆加固区域的受力特性分析,提出了考虑注浆加固区整体性的管棚受力分析模型。考虑注浆加固区的整体性,对管棚超前支护体系进行受力特性分析,提出可表征注浆加固区整体性的特征参数。综合考虑管棚注浆加固区整体性的特征参数、开挖面前方松动岩土体的支撑作用以及初期支护变形滞后效应等因素的影响,将管棚划分为二次衬砌段、初期支护段、开挖无支护段、开挖面前方扰动段和未扰动段;基于Winkler弹性地基模型,建立可考虑管棚注浆加固区整体性影响的管棚受力分析模型,并推导了管棚挠度和内力的计算公式。通过工程实例的对比分析,考虑注浆加固区整体性的管棚受力分析模型的计算结果更接近实测数据,从而验证了构建管棚模型的合理性。基于建立的管棚受力分析模型,分析注浆加固区的整体性对管棚变形和内力的影响规律,结果表明加固区弹性模量可显著减小管棚的变形和内力。管棚的参数分析表明,在实际工程中,增加钢管直径不能有效降低管棚挠度和内力,减小管棚挠度和内力最有效的方法为合理布置管棚的安装间距和采取合理的注浆量。