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Ayhan Ceylan

Researcher at Selçuk University

Publications -  11
Citations -  133

Ayhan Ceylan is an academic researcher from Selçuk University. The author has contributed to research in topics: Levelling & Arch dam. The author has an hindex of 6, co-authored 11 publications receiving 107 citations.

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Performance evaluation of short to long term GPS, GLONASS and GPS/GLONASS post-processed PPP

TL;DR: In this paper, a comprehensive statistical assessment of static PPP using GPS-only, GLONASS-only and GPS/GLONASS combined data was performed in a short (hourly to daily) and a long (several weeks) term, spanning observations from eleven IGS stations, revealing insignificant differences in the accuracy and repeatability among the three satellite constellation solutions for long (8 h, 24 h) observation times.
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Displacement response of a concrete arch dam to seasonal temperature fluctuations and reservoir level rise during the first filling period: evidence from geodetic data

TL;DR: In this article, the authors evaluate the dynamic behaviour of the Ermenek Dam, the second highest dam in Turkey, based on conventional geodetic measurements and Finite Element Model (FEM) analyses during it.
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Analysis of Displacement Response of the Ermenek Dam Monitored by an Integrated Geodetic and Pendulum System

TL;DR: In this paper, the structural behavior of the Ermenek arch dam, the second highest dam in Turkey, is studied. And the pendulum-derived displacements at four gallery levels, along the vertical cross section of the dam, which exhibit periodicity and linear trend with different slope due to seasonal temperature oscillation and linearly increased reservoir level, respectively.
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Precise height determination using simultaneous-reciprocal trigonometric levelling

TL;DR: In this article, simultaneous-reciprocal trigonometric levelling (SRTL) method is applied with different sight distances in order to determine optimum sight distances using a sample test network in Selcuk University Campus, Konya, Turkey.

Modern Height Determination Techniques and Comparison of Accuracies

TL;DR: In this article, a trigonometric line with 11 points was established in Alaeddin Keykubat Campus area of Selcuk University and three separate geometric levelling with different three equipments (Wild T2 theodolite for vertical angle measurements and Topcon GTS 701 electronic total station for distance measurements) and GPS/levelling (with Leica 9500 receiver) were used.