GPS动态变形监测具有广阔的应用前景。
GPS Dynamic Deformation Observation has wide applied foreground for engineering surveying.
监测数据的处理与分析是GPS动态变形监测技术的关键问题之一。
The processing and analysis of observable data are one of the keys to the technology of GPS Dynamic Deformation Observation.
在动态变形监测中先验信息可以通过不同的方法获得，所以它可以用来改善GPS模糊度解算。
In kine-matics deformation surveying, the prior geometry information can be obtained from different methods, so it can be used to improve GPS ambiguity.
多路径误差在绝大部分应用中，其测站间相关性很弱，不能通过差分观测得到有效削弱，成为高精度GPS动态变形监测中的主要误差源。
Multipath error is a main influence on high-precision GPS dynamic deformation monitoring results as it is difficult to be mitigated by difference observation in most of applications.
隧道施工过程中的围岩变形监测是掌握围岩的动态信息、确保施工期间隧道稳定性的重要手段。
Tunnel surrounding rock deformation monitor is an important method for holding information of surrounding rock and controlling tunnel stability in the period of construction.
这一测试过程和方法不仅可以进行机组承重机架静态弹性变形的测试，也可以进行动态监测。
This method is suitable for both static and dynamic deformation measurment and the test of hydraulic generator set.
本文从变形监测是随时间而变化的动态系统出发，探讨和提出了考虑先验信息的动态平差模型。
Starting from the dynamic system of the deformation monitoring varying with time, this paper discusses and presents the dynamic adjustment model considering apriori information.
声发射(AE)检测技术正在被越来越广泛地用于材料的变形和断裂行为实时动态监测和分析。
Acoustic emission (AE) testing technique is increasingly used in real-time and dynamic monitoring and analyzing of the deformation and rupture behavior of materials.
为确保桥梁安全运行，及时掌握建筑结构的健康状况，需要对桥梁变形进行连续动态的监测；
To keep bridges working well and inspecting their state in time, it is very necessary to keep on detecting their deformation.
介绍了基于因特网的实时动态gps在大型结构变形监测中应用的原型系统的概念与设计。
The concept and the design of an open Internet based real time kinematic (RTK) global positioning system (GPS) for a prototype structural monitoring system are introduced.
介绍了基于因特网的实时动态gps在大型结构变形监测中应用的原型系统的概念与设计。
The concept and the design of an open Internet based real time kinematic (RTK) global positioning system (GPS) for a prototype structural monitoring system are introduced.
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