Evaluation and Accuracy Assessment of Static GPS Technique in Monitoring of Horizontal Structural Deformations

Journal Title: International Journal of Modern Engineering Research (IJMER) - Year 2014, Vol 4, Issue 6

Abstract

 It is well known that, deformation monitoring systems are considered, nowadays, to be the back bone factor for human safety as well as preserving the ultimate economy of his achievements. In this context, there has been always an increasing demand for precise deformation measurements in keeping up several engineering structures and historical monuments. Measuring and monitoring monumental deformation is the sequence of operations that allows the finding of movements of points or features in a specified coordinate system, during two different times for the same investigated feature. The time interval sometimes is the main factor in measuring horizontal deformation, especially in loading test of steel bridges. Hence, the present paper investigates the accuracy of the GPS in monitoring of horizontal deformation with respect to the time of observation. So, a practical simulation test was made to assess the accuracy of GPS with time in measuring horizontal deformation. The obtained results indicated that, the used methods and techniques presented in the current research paper have possessed a very good accuracy, reliability and applicability in monitoring horizontal deformations efficiently. The accuracy of measuring horizontal deformation of points on structure using relative static technique of GPS is from (0.1mm) to (1.8mm) for time interval from 30 minute to 5 minute and has R.M.S.E (0.3mm)

Authors and Affiliations

Prof. Dr. A. K. Abdel-Gawad1 , Dr. Y. M. Mogahed 2 , Dr. Kh. M. Abdel Mageed3 , Eng. A. M. El-Maghraby4

Keywords

Related Articles

Orientation Effects of Stress Concentrators on the Material Deformation Behaviour during Tensile Testing of Thin AISI 316 Stainless Steel Strips

Present investigation pertains to carry out to experimental work to generate data in order to establish the mode of material deformation and fracture in AISI 316 stainless steel strips of 1.70mm thickness in the presen...

[b][i]Dynamic Traffic Management Services to Provide High Performance in IntelRate Controller Using Fuzzy Logic[/i][/b]

Traffic is the chief puzzle problem in which every country faces to elaborate sending a mber of packets throughout the world. This paper proposes a new speculation for distributed traffic management by availing the...

Simulation of Explosive Welding with Reasonable Gap Based on ALE Method

In order to study the range of reasonable gap of explosive welding composite pipe, using Arbitrary Lagrange Euler (ALE) method to carry out Finite Element Analysis of explosive welding composite pipe, and simulating the...

 Greedy – based Heuristic for OSC problems in Wireless Sensor Networks

 This paper contains optimize set coverage problem in wireless sensor networks with adaptable sensing range. Communication and sensing consume energy, so efficient power management can extended the network lifet...

 Influence of curing regime on strength development of grade C60 concrete

 Abstract: Compressive strength of grade C60 concrete cubes cured in water and ambient air (uncured) were determined at 3, 7, 14, 28 and 90days. At 90 days, uncured specimens recorded strength reduction of 15.50%...

Download PDF file
  • EP ID EP121458
  • DOI -
  • Views 121
  • Downloads 0

How To Cite

Prof. Dr. A. K. Abdel-Gawad1, Dr. Y. M. Mogahed 2, Dr. Kh. M. Abdel Mageed3, Eng. A. M. El-Maghraby4 (2014).  Evaluation and Accuracy Assessment of Static GPS Technique in Monitoring of Horizontal Structural Deformations. International Journal of Modern Engineering Research (IJMER), 4(6), 12-18. https://europub.co.uk/articles/-A-121458