1) structural deformation monitoring
结构变形监测
1.
Vondrak bandpass filter,which has good signal resolution over its signal truncation frequency band and is effective in separating structural vibrations from global positioning system(GPS) multipath effects,was applied to GPS structural deformation monitoring.
根据Vondrak滤波法在信号的截断频带上具有较高信号分辨率的特点,将Vondrak带通滤波法应用于全球定位系统(GPS)结构变形监测中以分离结构振动和多路径效应的影响。
2) Structure strain monitoring
结构应变监测
3) structure monitoring
结构监测
1.
Application of FBG sensing technology in structure monitoring;
FBG传感技术在工程结构监测中的应用
2.
Mine foundation construction structure monitoring and economic analysis
矿山基础设施结构监测维护及效益分析
3.
This paper presents a kind of modularization designing method about wireless acceleration sensor applied to civil engineering structure monitoring, and the wireless acceleration sensor is developed.
提出了一种用于土木工程结构监测的无线加速度传感器的模块化设计方法 ,并研制开发了一种无线加速度传感器。
4) structural monitoring
结构监测
1.
In order to validate the feasibility of applying the wireless sensing technique to structural monitoring of offshore platform,the experiment of wireless sensor network on an offshore platform is presented.
研究表明:将无线传感器网络用于海洋平台结构监测,能够较好地反映海洋平台结构的振动情况;传感器节点易于安装拆除,不仅省去布设导线的费用,而且节省安装时间。
5) deformation monitor
变形监测
1.
Design of deformation monitoring system for high rock slope;
高边坡变形监测系统设计
2.
Data Processing Methods Research and Software Development of GPS Single Epoch Deformation Monitor;
单历元GPS变形监测数据处理与软件研制
3.
Data Processing Methods Research and Software Development of GPS Deformation Monitor;
GPS变形监测数据处理方法研究与软件研制
6) deformation measurement
变形监测
1.
The feasibility and advantage of digital image correlation used for the deformation measurement of bridge cracks was analyzed referring to the practical background of engineering.
本文结合工程实际背景分析了数字图像相关方法应用在桥梁裂缝变形监测中的可行性及优越性,根据桥梁裂缝变形的特点采用数字图像处理技术中的位移梯度法进行所选区域的相关匹配搜索并对相关系数的计算公式加以改进,使实验过程得以简化,计算结果全场化、直观化。
2.
On the basis of linear intersection in space,a surveying method of work base points in horizontal removal deformation measurement of Taihe dam is discussed.
基于空间距离三维交会的数学模型 ,提出针对太河水库大坝水平位移变形监测工作基点进行无角度观测方案 ,并对监测的精度进行了预计分析 ,证明此方案不仅经济快捷且合理可行 ,同时也证明空间距离交会定位取代传统量边、测角定位的可行性 。
补充资料:大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条