Seismic isolation of cable‐stayed bridges for near‐field ground motions

This study examines the efficacy of using seismic isolation to favorably influence the seismic response of cable‐stayed bridges subjected to near‐field earthquake ground motions. In near‐field earthquake ground motions, large amplitude spectral accelerations can occur at long periods where many cable‐stayed bridges have significant structural response modes. This combination of factors can result in large tower accelerations and base shears. In this study, lead–rubber bearing seismic isolators were modeled for three cable‐stayed bridges, and three cases of isolation were examined for each bridge. The nine isolated bridge configurations, plus three non‐isolated configurations as references, were subjected to near‐field earthquake ground motions using three‐dimensional time‐history analyses. Introduction of a small amount of isolation is shown to be very beneficial in reducing seismic accelerations and forces while at the same time producing only a modest increase in the structural displacements. There is a low marginal benefit to continue to increase the amount of isolation by further lengthening the period of the structure because structural forces and accelerations reduce at a diminishing rate whereas structural displacements increase substantially. In virtually all cases the base shears in the isolated bridges were reduced by at least 50several instances by up to 80individual near‐field records showed large variability from one record to the next, with coefficients of variation about the mean as large as 50assessing the characteristics of near‐field ground motion for use in isolation design of cable‐stayed bridges. Copyright © 2003 John Wiley & Sons, Ltd.     

微型钢管桩和钢筋锚固技术在厂房基础加固中的应用

采用微型钢管桩和钢筋锚固技术对原有旧承台进行托换加固,在国内的基础托换施工中还较少采用,通过对某厂房基础托换加固实践的总结和分析,在工艺、技术上进行了有益的探索,实施效果较理想,具有推广价值。     

Traffic‐induced variability in dynamic properties of cable‐stayed bridge

The traffic‐induced variability in the dynamic properties of a cable‐stayed bridge is investigated using ambient vibration measurements. Under a relatively steady wind and temperature environment, the ambient vibration test was conducted on the bridge with normal traffic conditions and totally 24 h acceleration response time histories were recorded. These data are divided into 12 sections with each data section containing 2 h measurements. Thereby the modal variability due to changing traffic loading is investigated through post‐processing of the data in each section in both amplitude and frequency domains. The result indicates that the natural frequencies of the global modes can exhibit as much as 1% variation within a day. The modal amplitudes of each mode as well as the modal deflection at each measurement position vary insignificantly. The damping ratios however are sensitive to the vibration intensity, especially when the deck vibration exceeds a certain level. Copyright © 2002 John Wiley & Sons, Ltd.     

预应力锚索锚固技术探讨

通过三峡电站永久船闸和上虞—三门高速公路路基抗滑预应力锚索锚固工程实践，从造孔、编索、注浆、预应力张拉等几个方面对预应力锚索锚固技术问题进行探讨．     

岩土锚固工程钻机及钻孔机具的配套选型

通过介绍锚固工程施工钻孔工艺方法，阐述了相应的设备机具配套方法，提供了部分锚固钻机和机具的参数，供从事岩土锚固工程施工的工程技术人员参考。     

XPL-20型履带式旋喷锚固两用钻机的开发

介绍了新开发的XPL-20型旋喷锚固两用钻机的主要特点、钻机及履带底盘结构、技术参数和实践应用情况。     

随钻测井技术的发展

随钻测井是在钻开地层的同时实时测量地层信息的一种测井技术。随钻测井自1989年成功投入商业应用以来，得到了快速的发展。本文主要介绍了电阻率测井中的补偿双电阻率测井仪(CDR)、钻头电阻率仪(RAB)、放射性测井中的补偿密度中子仪(CDN)、方位密度中子仪(AND)、声波测井中的新型声波测井仪(ISONIC)和偶极声波测井仪(BATLWD)及核磁共振测井仪(MRIL-WD)等几种目前世界上较新且应用广泛的随钻测井仪器的结构、测量原理及应用。结合电缆测井，对随钻测井的优点进行了总结。通过对随钻测井发展趋势的分析，得出了随钻测井技术应用会越来越广，但不会替代电缆测井技术的结论。     

裂隙岩体加索支护模型及其工程应用

根据预应力锚索与裂隙岩体的联合作用机理，在深入研究了裂隙岩体的损伤断裂变形特性以及锚索的空问锚固效应后，建立了一种加索支护模型模拟锚索对裂隙岩体的加固效果。将建立的力学模型用于指导一岩体边坡工程的支护设计与施工,取得了显著效果。     

ANSYS结构计算二次开发技术研究及应用

针对采用大型有限元程序ANSYS进行结构计算中存在的问题 ,对以ANSYS为平台 ,利用APDL语言进行的计算程序二次开发用于结构计算时的一些关键性技术进行了研究。采用APDL语言编程 ,并以预应力锚索桩为例进行计算 ,通过与传统算法进行比较 ,结果比较满意。     

锚杆腐蚀与防腐保护

实际工程中 ,锚杆腐蚀引起结构严重的破坏屡见不鲜。概述了锚杆发生腐蚀的条件和腐蚀类型 ,分析了影响锚杆腐蚀的主要因素 ,提出了防腐蚀保护的基本要求及防腐蚀保护的相关措施