48 research outputs found

    Rescue of the arched bridge "Vysokov"

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    Composite steel-concrete multi-storey building.

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    Import 07/02/2011Předmětem diplomové práce je statický návrh a posouzení rozhodujících prvků patrové budovy, především části tvořené ocelovou konstrukcí. Práce obsahuje problematiku ocelových patrových budov, návrh patrové budovy a její dispozice, výkresovou dokumentaci v rozsahu dokumentace pro stavební řízení nutnou pro seznámení se s objektem a následný statický výpočet a posouzení. Výpočet je doplněn návrhem rozhodujících spojů nosné ocelové konstrukce a její výrobní dokumentací.Subject of this thesis is the structural design and assessment of critical elements of multi-story building, consisting mainly of steel structures. The work includes the issue of multi-storey steel buildings, design of multi-storey building and layout, scale drawings in the detailed design necessary to become familiar with the subject and the subsequent structural analysis and assessment. The calculation is completed critical design boards supporting steel structure and specifications.Prezenční221 - Katedra konstrukcívelmi dobř

    A simple proof of gillnet saturation

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    Identification of the near-surface geological structure and deposits for land use planning purposes in the Doubrava Region (Czech Republic)

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    The objective of this paper is to highlight the importance of taking engineering geological characteristics and structures into account in land use planning. There have been a number of studies worldwide dealing with this issue. However more extensive implementation into land use planning practice still remains a task for the future in many places. A case study analyzing the geological environment in relation to the sites assigned for future development according to an existing land use plan was conducted in the Doubrava Region (north-east of the Czech Republic). Here, the geological conditions have been mostly influenced by anthropogenic processes connected with black coal mining. The engineering-geological zones, the pre- Quaternary basement and rock workability classes in the localities where future development is proposed on land use plans were evaluated using overlay analysis in a Geographic Information System (GIS). Landscape factors were also taken into account. Significant variability was identified in the investigated geological factors that have a bearing on safe cost effective development. Use of the results in future land use planning would have considerable financial benefits in implementation of future built development and these important conditions should be used by architects and designers, builders, land use planners, developers and scientists.Web of Science3621049

    Influence of the soil genesis on physical and mechanical properties

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    Thepaper deals with the influence of soil genesis on the physical-mechanical properties.The presented case study was conducted in the region of theOstrava Basinwhere there is a varied genetic composition of the Quaternary geological structure on the underlying Neogeneous sediments which are sediments of analogous granulometry but different genesis. In this study, 7827 soil samples of an eolian, fluvial, glacial, and deluvial origin and their laboratory analyses results were used. The study identified different values in certain cases, mostly in coarser-grained foundation soils, such as sandy loam S4 (MS) and clayey sand F4 (CS). The soils of the fluvial origin manifest different values than other genetic types. Next, based on regression analyses, dependence was proved neither on the deposition depth (depth of samples) nor fromthe point of view of the individual foundation soil classes or the genetic types. The contribution of the paper is to point at the influence of genesis on the foundation soil properties so that engineering geologists and geotechnicians pay more attention to the genesis during engineering-geological and geotechnical investigations.Web of Scienceart. no. 47471

    Long-term monitoring of fish in a freshwater reservoir: Different ways of weighting complex spatial samples

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    Anthropogenic activities continue to pose the greatest challenges to freshwater ecosystems. Therefore, long-term monitoring is essential for the management and conservation of these resources. Monitoring programs for freshwater bodies often use a range of indicators, including biological elements such as fish. Existing European standard provides a depth-stratified gillnet sampling approach mainly in benthic habitats and at the deepest part of lakes to account for the uneven distribution of fish. However, the commonly used CEN (European Committee for Standardization) protocol does not weight sufficiently habitat volumes and underrepresent pelagic habitats to calculate whole-lake catch and biomass per unit effort (CPUE and BPUE, respectively). Extended European standard gillnet (4 larger mesh-sizes added in the geometric series) catch data collected over 18 years (2004–2021) in Římov Reservoir (Czech Republic) were used for a method comparison on indices for relative abundance and biomass of fish: CEN protocol without volume-weighting and two volume-weighted approaches. We also evaluated changes in species composition and trends in these fish population over time. Results indicated interannual changes in species composition, relative abundance, and biomass of fish community. The CEN protocol tended to put greater emphasis on benthic habitats which generally have larger CPUE and BPUE. Consequently, the two volume-weighting approaches produced lower estimates of the two parameters, with the exception of the most dominant pelagic bleak Alburnus alburnus (L.). All approaches consistently showed an increasing trend in whole-reservoir fish abundance and a decreasing trend in biomass over the study period. Following our assessment, we put forward the volume-weighting approach that considers the Volume of the depth Stratum (VOST) for weighting as the most realistic approximation of fish populations and therefore recommend its use

    Restaurant in the Spa of Klimkovice

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    Import 01/09/2009Prezenční226 - Katedra architekturyvýborn

    Deformation of slopes as a cause of underground mining activities: three case studies from Ostrava-Karvina coal field (Czech Republic)

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    Underground mining activities may potentially play a role on the initiation and reactivation of the slope movements. However, an adequate attention has not yet been paid to these problems; in this study, the possible influence of present and former mining activities on the selected set of model slope deformations in the Ostrava–Karviná Coalfield (Opliji, Repiste and Orlova Lazy District) was analysed and a methodology for their observation for application to similar conditions and influence was described. Isocatabase maps, terrain deformation parameters calculated for the point lying on the slope deformation surface, length measurement by zone extensometer and dilatometer measurement in cracks was also provided for evaluation of the underground mining impact. It was found that inclinations of both boreholes were evidence of underground mining impact, and localization of inclinometer measurement on boreholes in the active part as well as in the near vicinity was very important as an important result of this study. Analysis of underground mining activity influence on model localities in relation to performed mining operations, subsidence and other influences on the ground surface was also determined. Thus, the study will contribute to a more objective knowledge of these problems of interest for the professional public and also for the state administration to solve problems associated with the utilisation and settlement of such affected areas.Web of Science184116733670

    Variations in the building site categories in the underground mining region of Doubrava (Czech Republic) for land use planning

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    In terms of demands and needs of ground investigation and foundation engineering, the engineering-geological conditions in the underground mining territories represent anthropogenically influenced areas in the most complicated manner, since they suffer the impacts from the underground mining of mineral resources. The subjects of observation are the so-called building site categories, which represent a certain risk factor that must be taken into consideration during foundation engineering and engineering-geological studies in the undermined territories. It is necessary to realise that underground mining is an anthropogenic geodynamic process which significantly varies over time due to mining change, and consequently with variations in the position, shape and size of subsidence in a subsidence basin. All the above mentioned variations should be mandatory knowledge for land use planners, engineering geologists, geotechnicians, foundation engineers and designers because of the evident logicality of these needs. This work presents a case study (Ostrava-Karvina Coal District in the north-east of the Czech Republic) of variations in the building site categories over time, and the results show that the chronology of the changes has a very significant influence in this area of interest. The results of the building site category evaluation imply that the majority of the interest area falls within relatively good conditions for founding all kinds of structures. However, it was then necessary to consider variations over time in the surface area of less suitable building site categories. A trend certainly confirmed the existence of the previously presumed mutual relationship between building site categories and subsidence size distribution. It is apparent from the analytic results of the relationship between building site categories and planned development that the negative impacts of mining have been only partly considered, or completely disregarded, in the development planning process. Consequently, future land use planners should carefully consider these particular building site categories as the most important and significant factors in the undermining of a region. In this manner, development can be successfully planned for present and future safety.Web of Science1223-417816
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