周家冲斜腿刚构天桥施工

介绍了一高速公路斜腿刚构景观天桥的施工过程,总结了一些经验和教训,希望大家批评指正。     

预应力斜腿刚架拱桥的设计与分析

普通坦拱桥的拱脚处水平推力很大,需要采用多种工程措施进行处理.而采用预应力斜腿刚架拱的坦拱桥就可以有效的解决这一问题.通过建立有无斜腿、斜腿中有无预应力束、不同形式的拱上立柱等模型,并且考虑桩-土作用的影响进行结构分析.研究表明预应力斜腿刚架拱可以有效的减小水平推力、水平位移,而且还可以提高拱桥的整体刚度.     

辽宁高速公路数据中心云平台建设

针对辽宁高速中心架构进行分析,根据云计算技术的发展,对辽宁高速的IT基础架构进行重新设计,提高数据中心的智能化水平,满足对数据中心的精细化管理的需求;为新业务系统的上线提供快速、高效的支持,并提高后期系统的可维护性;解决目前系统瓶颈,并满足未来可预见的扩容需要;对于辽宁高速新的数据中心的设计要立足于国家的云计算战略,使得辽宁高速的数据中心实现云计算实现的IT即服务,成为辽宁高速业务增长的助推器。     

“救助号”自升式钻井平台桩腿制作精度控制

海洋自升式钻井平台是目前比较成熟的也是比较实用的一种钻井平台,升降系统是海洋自升式钻井平台的核心系统,齿轮—齿条机构负担着整个平台的升降工作,齿条的精度控制占据着非常重要的地位。作者通过对"救助号"自升式海洋平台桩腿制造与安装的分析与总结,阐述了桩腿制作与安装精度控制的方法,并提出了对桩腿制作和安装精度的控制目标和监控方法的建议。     

PRINCIPLE, CONSTRUCTION AND KINEMATIC ANALYSIS FOR THE OMNIDIRECTIONAL MOBILE ROBOT——ICE-SKATER ROBOT

IntroductionAccording to Prof.Shigeo Hirose,there arethree main basic types of locomotion for mobilerobot:1 artificial rotational device,such as wheelsand crawlers,2 legs and 3articulated bodies,which is similar to the body of a snake[1] .Thelegged robot can move on not only an even groundbut rugged terrain and makes omnidirectional mo-tion without slippage,it will increase the totalweight of the robotifa number ofbulky and heavyactuators,steering and braking mechanisms are at-tached to the m…     

斜交无桥台斜腿刚架桥抗旋转性能研究

无桥台斜腿刚架桥是一种新的结构形式,由于其构造上的固有特点,进而具有力学上的特殊性质.论文通过理论分析证明了此种桥型能最大限度地限制一般斜桥的平面位移这一主要缺陷,表明这种桥型在斜桥中具有广泛的应用前景.     

基于SESAM软件的张力腿平台疲劳强度分析

以张力腿平台为研究对象,建立有限元模型,通过对结构进行总体强度分析,确定疲劳关键区域和关键点。然后建立关键区域的局部模型,对局部模型的网格划分方法进行研究,利用SESAM软件中的Sestra模块计算应力传递函数。最后基于Stofat模块,采用线性外推法得到疲劳关键点处的热点应力,根据S-N曲线,计算出结构的疲劳寿命。结果表明,张力腿平台的疲劳强度满足设计寿命要求。     

日本海上自卫队反潜力量现状及其发展

近年来,日本海上自卫队的军力不断扩张,尤其是在反潜作战力上的提高引起了周边国家的重点关注。文章介绍了日本海上自卫队的反潜兵力组成、反潜战术样式、反潜平台及装备,并分析了其未来的发展趋势。     

海上自升式平台动力分析方法研究(英文)

A jack-up platform,with its particular structure,showed obvious dynamic characteristics under complex environmental loads in extreme conditions.In this paper,taking a simplified 3-D finite element dynamic model in extreme storm conditions as research object,a transient dynamic analysis method was proposed,which was under both regular and irregular wave loads.The steps of dynamic analysis under extreme conditions were illustrated with an applied case,and the dynamic amplification factor(DAF) was calculated for each response parameter of base shear,overturning moment and hull sway.Finally,the structural response results of dynamic and static were compared and analyzed.The results indicated that the static strength analysis of the Jack-up Platforms was not enough under the dynamic loads including wave and current,further dynamic response analysis considering both computational efficiency and accuracy was necessary.     

An approximate method for the surge response of the tension leg platform

The solution for the Duffing equation in anonlinear vibration problem is studied in this paper. Clearly,in the case of the perturb parameter being a larger value, thetraditional perturbation method is no longer valid but theHomotopy Perturbation Method （HPM） is applicable usually.HPM is used to solve the weak and strong nonlineardifferential equations for finding the perturbed frequency ofthe response. The obtained frequencies via HPM and theapproximate method have good accordance for weak andstrong nonlinear differential equations. Additionally, thecalculated responses by use of the approximate method arecompared with the responses obtained from the Numericalmethod in the time history of the response and phase plane.The results represent ~ood accordance between them.