既有连拱隧道在桩基影响下的地震响应分析

采用FLAC3D对桩基施工前后既有连拱隧道在地震荷载作用下的动力响应进行了时程数值分析,研究了桩基对既有隧道的动力影响。计算结果表明:在地震荷载作用下,桩基的施工对隧道衬砌轴力、弯矩数值及分布形态均产生了变化,尤其是近邻桩基一侧隧道拱腰至边墙脚的力学响应变化最大,中隔墙右上、右侧隧道拱腰至边墙脚,是连拱隧道抗震的薄弱部位。     

饱和黄土地基高路堤稳定分析

对吴子高速公路一段饱和黄土地基高路堤进行了长期地表水平位移和深层水平位移监测,论述其稳定验算和稳定观测的全过程,分析了高路堤填筑过程地表和深层水平位移的规律性,可供同类工程参考。     

悬臂浇筑连续梁施工技术探讨

近年来随着悬臂浇筑预应力混凝土连续梁桥在我国快速发展,对设计和施工各方面提出了很高的要求.文中根据多座预应力连续梁悬臂浇筑施工的实践经验,总结了悬臂浇筑临时锚固、合龙段施工及线形控制等方面的关键技术.     

基于ACCESS的斜拉桥病害数据库系统开发

针对目前高速公路桥梁管理系统无法对悬索桥、斜拉桥的上部、下部结构的重点部位提供病害管理的情况,依据斜拉桥桥梁养护检测中的病害特点及类型,利用ACCESS工具开发出斜拉桥病害数据库,提供病害录入、查询、统计、分析等功能,解决了斜拉桥重点部位病害动态管理的问题.     

高液限土在路堤填筑中的改良应用

综合处理应用高液限土进行公路建设,可以避免过大的增加工程造价及保证路基的强度和稳定性,结合广西等地区在这方面的实践情况,介绍了利用隔离排水、掺粗粒土、土石混填等方法综合改良高液限土进行路基填筑的经验,分析探讨其可行性,为今后相似情况下的设计或施工提供一定的借鉴。     

Assessing the technical efficiency, service effectiveness, and technical effectiveness of the world’s railways through NDEA analysis

This paper presents an approach to include both the unstorable feature of transportation service and the technological differences within railway companies in efficiency and effectiveness measurements. We explore efficiency and effectiveness for a group of 40 global railways in the year 2002, using traditional data development analysis (TDEA) and network data development analysis (NDEA). Comparing the results obtained from the NDEA model with those from the TDEA indicate that performance measures are quite different in terms of the magnitude, and even using different DEA type models to evaluate railway system performance does not distort the ranking of their performance. We also analyze the inter-related effects among three performance measures, finding that transportation service characteristics have positive effects on the evaluation of performance. Generally speaking, the NDEA model provides deeper insight regarding the sources of inefficiency and process-specific guidance to railway managers so as to help them improve their railway’s performance.     

盾构隧道预应力管片的两维有限元数值模拟与分析

针对预应力混凝土管片这一新型的盾构隧道衬砌结构进行了模型试验研究,介绍了利用有限元方法进行模拟计算的过程,采用不同的接头力学模型对其整环试验进行了两维模拟,在与试验结果分析比较的基础上,得出合适的模型参数,为预应力管片用于设计和施工奠定了基础。     

Simulation and analysis of flexible solar panels’ deployment and locking processes

To predict the attitude of satellite during the whole deployment process and evaluate the lockingimpact, a numerical flexible model of a certain satellite associated with four flexible honeycomb solar panelswas established. The flexible solar panel was modeled by the finite element analysis (FEA), and the motionequations were derived by Lagrangian formulation. The locking process was based on the method of Hertziancontact, which enables one to predict the locking impact on the satellite and the subsequent oscillation of solarpanels. The results reveal that locking operation has great impact on the attitude of the satelhte, and theangular acceleration of satellite reaches 22.03 °/s2 at the locking moment; the flexible solar panels model isfeasible to predict the accurate response of the satelhte during deployment and the oscillation of solar panels;the instantly impulsive force occurred during locking process is about 1.5 kN and the changing time is nearly0.32 s. It provides an effective approach to present the flexible solar panels' deployment process and evaluatethe locking impact.     

Multi-try counter-meshing gears discrimination device based on MEMS technology

A multi-try counter-meshing gears (CMG) discrimination device based on micro electromechani-cal system (MEMS) technology was designed for some specified information fields. The discrimination deviceconsists of two groups of metal CMG, two pawl/ratchet mechanisms, two driving micromotors and two re-setting micromotors, which make the CMG withdraw by raising the pawls. The energy-coupling element isa photoelectric sensor with a circular plate which is notched. Micromotor is fabricated using the ultravioletLiGA (UV-LiGA) fabrication process and precision mechanical engineering. The discrimination device has thefunction which can automatically reset, with the correct resetting code, it can be tried another times.     

混凝土结构耐久性影响及解决措施

提高混凝土自身的耐久性能,有效地阻止腐蚀性介质的渗入,是解决混凝土结构耐久性的前提和基础。混凝土的耐久性主要取决于混凝土的材料组成,其中水灰比、水泥质量、强度等级均对耐久性有较大影响影响。因此,采取合理的结构设计和配筋,选用合格的原材料,设计最佳的保护层厚度及有效地控制混凝土结构开裂的措施,都将有效地提高混凝土结构的耐久性。