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Delineation of the boundary of an urban agglomeration: evidence from Riga, Latvia

-0467.2007.00245.x 10.1111/j.1468-0467.2007.00245.x Novak J. Sykora L. 2007 A city in motion: time‐space activity and mobility patterns of suburban inhabitants and the structuration of the spatial organization of the Prague metropolitan area Geografiska Annaler: Series B, Human Geography 89 2 147 168 https://doi.org/10.1111/j.1468-0467.2007.00245.x Novotny, L. (2016) Urban development and migration processes in the urban region of Bratislava from the post-socialist transformation until the global economic crisis Urban Geography, 37(7), 1009–1029. https

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Monitoring the Dynamic Deformation of the Bridge Structures by Accelerometers

References Agocs, Z. & Vanko, M. (2010). Devínska Nová Ves - Schlosshof cycling-bridge. Project design - report. Bratislava : INGsteel, a.s. 25 pp. (in Slovak). Bracewell, R. (1965). Pentagram Notation for Cross Correlation. The Fourier Transform and Its Applications . New York: McGraw-Hill, pp. 46 - 243, 1965. Cooley, J. W. & Tukey, J. W. (1965). An algorithm for the machine calculation of complex Fourier series. Mathematic Computation. 19 (90). pp. 297-301. Excon, Ltd. (2010

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Short-Term and Long-Term Variability of Antenna Position Due to Thermal Bending of Pillar Monument at Permanent GNSS Station

.1007/978-3-642-32998-2_8 Hefty, J. & Gerhatova, L. (2014). Using GPS Multipath for Snow Depth Sensing - First Experience with Data from Permanent Stations in Slovakia. Acta Geodynamica et Geomaterialia, 11 (1), pp. 53-63. doi:10.13168/AGG.2013.0055 Hefty, J. (2004). Global Positioning System in Four-dimensional Geodesy, p. 113. Bratislava, Slovak University of Technology (in Slovak) Lidberg, M. & Lilje, M. (2007). Evaluation of Monument Stability in the SWEPOS GNSS Network using Terrestrial Geodetic Methods - up to 2003. LMV-rapport 2007:10. ISSN 280

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Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study

Abstract

In the case of realized geotechnical monitoring (GTM) of reinforced retaining wall in difficult geological conditions is demonstrated the important role at realisation of transport infrastructures, which are often realized in insufficient quality due to inappropriate geotechnical parameters from survey works or not fitted well design of structure at certain conditions. This can result in large deformations of structure, or losing stability or structure life-time is very limited and remediation work is complicated and expensive. There was built on the modernized railway line Bratislava – Trenčín, closed to Zlatovce, overpass and connected road embankments on the route of first class I/61. Structure was designed as a bridge over the railway track before the northern portal of the railway tunnel Turecký vrch was open. A part of the embankment and overpass was a retaining wall reinforced by geosynthetics. The results of the geotechnical monitoring of this wall were afterwards simulated using finite element method (FEM) and results of this comparison are the scope of this article.

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“East meets West” – on studying “Eastern” housing estates through “Western” concepts and approaches

, and socio-technical configuration “If we said that we can build a house from this clay bullet, few would believe it – yet it is true… the burned matter is disproportionately lighter, and more importantly, it does not absorb water – the researchers used this: the burnt bullets were agglutinated with cement to form a new building material – ceramsite. In Bratislava, in Priemstav, they produce panels out of it… in the course of 7 weeks, they will construct this building with 36 apartments” ( Archiv ČT24 2017 ). The extract I started this part of the paper with

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One more inventory or spatial planning – which better serves the goals of the Carpathian Convention in historic towns?

.10.2016]. Conference of Plenipotentiaries for Adoption and Signature of The Framework Convention On The Protection And Sustainable Development Of The Carpathians [CPA] 2003 Framework Convention on the Protection and Sustainable Development of the Carpathians Kyiv. Available from http://www.carpathianconvention.org/text-of-the-convention.html [accessed: 25.10.2016] Conference of the Parties to the Framework Convention on the Protection and Sustainable Development of the Carpathians [COP] (2011) Strategic Action Plan for the Carpathian Area , Bratislava. Available from http

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Bitola – from Eyalet capital to regional centre in the Republic of Macedonia

larger than a number of cities such as Kiev, Kharkiv, Minsk, Bern, Bratislava, Krakow, Belgrade, Sofia and many others. Bitola in the 20 th century (a short overview) The first and second decade of the 20th century featured some events in the Balkans and in Macedonia that impeded Bitola’s rise. These include the following historical events: the Ilinden uprising in 1903; the Balkan wars in 1912 and 1913; the partition of Macedonia in 1913 and WW1 from 1914 to 1918, which together caused a drastic geopolitical, economic and population decline of Bitola. These

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