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Titlebook: Contributions to International Conferences on Engineering Surveying; 8th INGEO Internatio Alojz Kopáčik,Peter Kyrinovič,Ante Marendić Confe

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书目名称Contributions to International Conferences on Engineering Surveying
副标题8th INGEO Internatio
编辑Alojz Kopáčik,Peter Kyrinovič,Ante Marendić
视频video
概述Combines contributions on engineering surveying and the application of new technologies.Presents up-to-date contributions on various topics concerning geodesy and civil engineering.Includes papers on
丛书名称Springer Proceedings in Earth and Environmental Sciences
图书封面Titlebook: Contributions to International Conferences on Engineering Surveying; 8th INGEO Internatio Alojz Kopáčik,Peter Kyrinovič,Ante Marendić Confe
描述.This book presents contributions from the joint event 8th INGEO International Conference on Engineering Surveying and 4th SIG Symposium on Engineering Geodesy, which was planned to be held in Dubrovnik, Croatia, on April 1–4, 2020 and was canceled due to COVID-19 pandemic situation. Editors, in cooperation with the Local Organisers, are decided to organize the  Conference on-line at October 22-23, 2020. We would like to invite you to participation through. http://ingeo-sig2020.hgd1952.hr/index.php/2020/08/31/ingeosig2020-virtual-conference-october-22-23-2020/. The event brought together professionals in the fields of civil engineering and engineering surveying to discuss new technologies, their applicability, and operability..
出版日期Conference proceedings 2021
关键词Deformation measurement; Automated measurement systems; Cultural heritage documentation; UAV; Indoor nav
版次1
doihttps://doi.org/10.1007/978-3-030-51953-7
isbn_softcover978-3-030-51955-1
isbn_ebook978-3-030-51953-7Series ISSN 2524-342X Series E-ISSN 2524-3438
issn_series 2524-342X
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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Possibility of Use of BIM in Automated Geometry Check of Structurese, identical to the one in which the measurements are made. The paper deals with the automated geometry check using data from TLS and BIM. Part of the paper is devoted to the derivation of information about the designed geometry from BIM exchange format Industry Foundation Classes (IFC). The automat
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Determining Variance-Covariance Matrices for Terrestrial Laser Scans: A Case Study of the Arch Dam K laser scanner and showed results on simulated data for laboratory objects. Within this paper instrumental errors of the same scanner are modeled differently, according to recent work. A real scan of the arch dam Kops in Austria highlights influences on the variances, covariances and correlations of
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Testing Capabilities of Locata Positioning System for Displacement Measurements from 0.5 to 2.0 cm and in different directions were introduced. Positions of the rover after each introduced displacement were determined from single difference carrier phase measurements. From determined positions, displacements were calculated and compared to the true value of displacements. The
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First Step Towards the Technical Quality Concept for Integrative Computational Design and Constructit with the co-design-based development of building systems. In addition, the construction processes are modelled in order to allow quality propagation through the construction process. This contribution will deal with a first quality concept, a first quality model as well as exemplary quality charac
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Analysis of Warm-up Effect on Laser Tracker Measurement Performance should be achieved after approximately 30–40 min. To verify this statement and quantify how much is laser tracker affected by warming up, a series of experiments were performed. Detailed description of the tests is provided together with numerical and graphical results. The final statement of the t
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Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height errors of given parameters must be taken into account. In the example of the Tunnel Vežešnik in Montenegro, when designing a 1D underground network, a case was reviewed when previously established points were taken as given and when their error was considered. To validate this procedure, an accurac
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