Building and Construction

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Building and Construction

#23-bild Building Inspection of Structures and Building Using the Photogrammetry and Multicopters

Abstract: This article shows the way of visual inspection, construction, and control of buildings by means of the midair photograph from the un-crewed aerial vehicle. The continuous improvement of the photogrammetric processing programs offers huge possibilities for this method and lets it apply in numerous ways. This study aims to show the applicability of the [...] Load More photogrammetry method in building survey and structures, in addition to the construction control. Formation of the virtual three dimensional and aerial photograph of structures and building discovers the application in most construction, reconstruction, and repair stages. The building flight and shooting from the air allow examining the unreachable sites and systemizing the completed shooting material. It offers new opportunities to identify the damages and defects. Also, consistent periodical shooting of construction can be beneficial for the building's long monitoring condition. The practical output of using this method of construction proposed in this study making it possible to say that photogrammetric permits to obtain suitable results as for the building measurement with high accuracy and check for the construction work. The measurement technique is contemporary and applicable in the construction sphere and likewise qualitatively enlarges specialist's arsenal in the supervision and inspection of the construction.
Keywords: photogrammetry, orthophoto, facades, building inspection, quadcopter measuring works, aerial surveying.
Date of publication: August 2024 / Deadline: 29 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Engineering.

Indexing of the journal: Scopus (Q1-2); WoS (Science Citation Index Expanded).

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Architecture

#22-bild Containments of Reactor Buildings and their Prestress Losses

Abstract: The Reactor Building is the crucial part of the nuclear power plant. Therefore, the safety of the reactor building and its precise modelling is based on the harmless operations of the nuclear power plant. The most used type of reactor building construction is based on the colossal reinforced concrete's dual shell. The internal protective shell is completed [...] Load More prestressed. In this work progression, numerous foreign standards were analyzed, and a compilation of the measured values and theoretical was performed. This study aims to determine the ways for examining the prestress losses that offers the closest and conservative values to the full-scale test. In this research, the designs of the changes in the mechanical and physical properties of concrete over time with substantial compressive forces, which are extensively presented in research papers and books, were used. On their account, numerous foreign standards were examined, including those studied in this article, such as AFCEN ENC-C 2010, ACI 209R-92 and EN 1992-1-1. As the result of a calculation, a numerical trend line was built using the smallest squares method, reflecting the further predictable losses of the pre-voltage. It is clear from the graphs that the theoretical losses and lines of measured are parallel, and the inconsistencies are no more than 5%. This error is satisfactory for the engineering calculations.
Keywords: shrinkage, creep, prestress, containment.
Date of publication: August 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Engineering.

Indexing of the journal: Scopus (Q1-2); WoS (Science Citation Index Expanded).

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#21-bild Cold-bonded Fly Ash Aggregate as a Stiff Aggregate of Concrete

Abstract: In this paper, brief research of fly ash of light aggregate combined with the aggregate gained from the ashes of fly the coal-fired thermal energy plants. The study's core purpose is to determine the consequence of non-fired ash gravel on the practicability and the other technical parameters of the mixture of concrete and the concrete characteristics [...] Load More to progress the recommendations for aggregating their implementation. This study examines the cold-bonded fly ash aggregate by the thermal power energy. The paper experimentally investigates the water absorption, bulk density, confrontation to the bulk crushing and resistance to the thawing and freezing. The technique of determining the condensation strength of the aggregate in the cylinder parallels the method of defining the compressive strength in the cylinder according to the Annex C of the standards of European EN 13055; 2016 Known as “Lightweight aggregates” This exploratory study presents that the water absorption of the coarse aggregate extends 6.1 % whereas, a cylinder compressive workability of aggregate accounts for the 6.2 Mpa. The gained features show that the examined aggregates can be efficiently used in the structural concrete, which is lightweight.
Keywords: fly ash aggregate, sintered fly ash aggregate, cold banded fly ash aggregate, granulated fly ash, pelletized fly ash, cement, concrete.
Date of publication: August 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Indexing of the journal: Scopus (Q3).

Scientific field: Engineering.

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  • Author #4
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#20-bild Dynamic model optimization framework of power units: a water supply system pumping from pump station

Abstract: Sanitation systems and water supply systems are among the utmost power consumption objects of the communal and housing facilities. The primary consumers of electricity are the pumping stations. To process the data of the field test, the statistical approaches of non-stationary examination were used. An optimization mathematical archetypal has been [...] Load More established to increase the power efficacy of a pumping station pumping the supply of water by utilizing a cascade control method of monitoring the water supplied amount by a structure of indistinguishable parallel-connected centrifugal pumps. The problem of water consumption of a residential area has been solved using the random process curve's experimental grit. The process of the multi criteria optimization of electricity expenses for the requirements of the water supply procedure, the efficiency value and the power units' number of the pumping station has been taken out using the arithmetic methods of the mathematical programming. The optimization process permits you to choose the pump's type, the ideal operation model, and their quantity taking into the water consumption process's stochastic nature account.
Keywords: operations research, multi criteria optimization, centrifugal pumps, random process of water consumption, cascade control method.
Date of publication: September 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Engineering.

Indexing of the journal: Scopus (Q3).

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#19-bild Matrix method For Selecting Safety Fences On Road Bridges And Motor Roads

Abstract: The difficulties of installing barrier fences on roads and bridges are discussed. Barrier fences on highways and bridges are listed in detail, including their parameters and characteristics. Fencing parameters are presented in tables and graphs. The general criteria of modern revised normative documents (recommendations regarding safety fences on bridge [...] Load More structures and highways) are addressed. The methods for selecting a form of barrier fencing are given a lot of thought. The article's main goal is to illustrate a rational approach to selecting a road fence for the safe operation of highways, bridge systems, and the safety of road users such as motor vehicle drivers and passengers, non-motorized and horse-drawn vehicles, pedestrians, livestock, and wild cattle. Barrier fences are a basic but critical part of road infrastructure because it is possible to minimise the number of incidents and the harm caused by an accident by understanding how they are designed. Practical information is discussed in this article to assist in addressing issue questions about safety fencing on public roads and bridge structures.
Keywords: fence height, barrier fencing, holding capacity, barrier fencing and road structures parameters, allowable deflections.
Date of publication: September 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Energy, Engineering, Social Sciences.

Indexing of the journal: Scopus (Q3-4).

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#17-bild Comparative Calculation of optimal parameters of bent closed profiles and channel bent

Abstract: Relevance. A new technological solution for channel BCP (Bent Closed Profiles), characterized by composite section and associated with LSYWS (light steel thin-walled structures), often classified as high economical and technical indicator huge demand in civil and industrial construction, was presented. The key findings of a comparative calculation regarding [...] Load More the optimum parameters of bent channels. In addition, channel horizontal bending parts are also presented. Aim of the Research. The purpose of this research is to demonstrate how shaping modification profiles can improve LSTWS features, combining straight and round outlines of closed and open loops in a composite section. Methods. The new technological methodology was introduced through experimental design, enhancement, and performance parameters of linked profiles, with patent review confirming its originality. Results. Two tubular shelves and a double-thickness wall are credited for making channel BCP. The inner and outer blanks are made with sharpened longitudinal edges that are staggered roughly equivalent to each other and mutually bent in grooves upon closing a bent profile along its shelves for manufacture without welded, bolted, or riveted joints along their entire length. The bends in the gear mounts tend to increase the thickness, improve local stability and shear strength of thin-walled components, avoiding the designing aspect's reduction. As per comparison of the optimum parameters for bending bent channels and channel bending sections, the resilience of the very first is particularly high when the cross section's ratio of the width and height is 1/6, and the strength of the second is greatest when the ratio of the width and height of the cross-section is 1/5.68.
Keywords: thin-walled constructions, toothed fastenings, curved closed profiles, core constructions, calculation of optimal parameters, optimization of sections.
Date of publication: September 2024 / Deadline: 29 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Energy, Engineering, Social Sciences.

Indexing of the journal: Scopus (Q1-2); WoS (Science Citation Index Expanded).

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Building and Construction

#16-bild Link of BIM Usage within the Investment Project

Abstract: BIM technology, being information management on lifecycle of an object on the basis of its model has long been implemented within BIM uses (procedures of using BIM technology to particular investment goals and developer project). In case BIM uses are disengaged with each other within specific investment or developer project, the technological procedures [...] Load More will be shattered resulting in loss of productivity. The lack of coordination is attributable to the dearth of research on BIM applications. The current publications do not evaluate the specification of BIM Uses to the required degree of clarity in terms of concrete processes and tools for their implementation. The present study looks at how to classify BIM uses using a codification method. One of the most important characteristics of classification is that it helps you observe the completeness and limits of BIM application, including blind spots. Probable BIM Uses are defined using the example of a residential block, and then they are combined in the project's map of scenarios, from which the project's general BIM Uses with all possible communications are created. The developer must concentrate on the general BIM Uses when writing the EIR. Finally, the last section provides a summary of the algorithm's applicability for both investment and developer projects. This algorithm will be studied further to see if it can be generalized and formalized.
Keywords: BIM, investment projects.
Date of publication: September 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Engineering.

Indexing of the journal: Scopus (Q1-2); WoS (Science Citation Index Expanded).

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Architecture

#15-bild Assessment of reliability of permanent Formwork Made of Cement Particle Boards

Abstract: One of the variations of the cast-in-situ building construction is the technological method of building construction using permanent formwork by cement particle boards. The characteristics of laying and compacting the concrete mix, and its impact on cement-particle boards of permanent formwork, are the key issues that occur during the construction of [...] Load More cast-in-situ reinforced concrete structures. The purpose of this research is to identify the patterns and determine the causal relationship in the development of structural defects during the implementation of technical processes. Production studies of the construction technical system's reliability were carried out on residential development items, including residential buildings of around 12-16 floors. The analysis of the technical framework based on quality criteria was carried out under the condition that the performance of one of the quality indicators of manufactured products could go beyond the design and technological documentation's limits. Cause-and-effect associations in the creation of defects in erected structures were discovered as part of the research.
Keywords: concrete mix, permanent formwork, quality, reliability, technological system.
Date of publication: September 2024 / Deadline: 29 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Indexing of the journal: Scopus (Q3).

Scientific field: Engineering.

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Building and Construction

#14-bild Recent operational ratios for rods and their application to non-stationary tasks

Abstract: Relevance. Analytical solution accuracy to the non-stationary difficulties in universal procedure is crucial to the process of research of the transient wave in the distorting rods. Each precise solution in this analytical model is a precise representation of the real method, and it serves as a criterion for evaluating the precision of approximate [...] Load More solutions. The inverse Laplace – Carson alteration presents the most difficulties when by means of operative calculus to assess moving waves. According to published works, solutions that are available to convince sequestered problems also have a constructive structure that makes judging the key structures of the examined technique difficult, or their measurement efficiency is limited to a few small areas of coordination and time. The intention of this article was decided by the problem that needed to be solved—the project's goal. The article pays attention to the production of new functioning ratios and their submission to the construction of precise analytical solutions to non-stationary problems for rods in a general form that is physically visible and convenient for practical calculations. Methods. The work employs complex variable function theory, operational calculus based on the integral Laplace – Carson transformation, and structure dynamics methods. Results. Three forms of non-stationary tasks are formulated for semi-infinite rods using Timoshenko's theory and some new operating ratios. A method of inverse transformation was developed on the basis of these ratios and without involving any general conversion formula. Solutions to problems were recorded using integrals from Bessel functions. Dissimilar to the solutions presented in the literature, these solutions clearly demonstrate the processes’ wave nature under consideration, possess compact and visual appearance. A calculation example is discussed.
Keywords: Bessel functions, transient wave process, traveling waves, operational ratio, rods, Laplace – Carson integral transformation.
Date of publication: September 2024 / Deadline: 29 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Scientific field: Building, Construction, Mathematics.

Indexing of the journal: Scopus (Q2); WoS (Science Citation Index Expanded).

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Architecture

#13-bild Rooftop structures with cylinder-plate-cable-stayed roofs in stress-strain states with various types of external support contours

Abstract: Relevance. A cylinder plate cable-stayed roof is a wave-like combined (complex) coating design for large-span structures, combining three kinds of structures; plate, a cylindrical shell of zero Gaussian curvature, and cable-stayed (hanging) roofs are discussed. Of note, this combination of materials and structures for roof large areas were not selected [...] Load More by chance. The cylindrical shell and plate operate in two planes (transverse and longitudinal), while the cable is in tension throughout its cross-section. They establish the requisite design power when combined with external influence while still considering a rational selection of material, including reinforced concrete and steel. New architectural and structural solutions for a large-span building with a cylinder-plate-cable-stayed roof are suggested, considering the various geometric shapes of the exterior support contour, such as semi ellipse, semicircle, and so on. The purpose of the study is to evaluate the impact of the external support contour on the spatial work of internal forces in the combined cylinder-plate-cable-stayed roof of a large-span building. Methods. findings of static numerical analysis of spatial models of large-span buildings with various types of external supporting contour in the centralized roofs were obtained using the FEMAP with NX NAS-TRAN software package. This complexity is part of the CAE – class of complexity, which uses the finite element method (FEM) to deform structures based on physical and geometric non - linearity. Result. This evaluation report includes a numerical comparison analysis of the stress-strain condition of a complex cylinder-plate-cable-stayed roof with various outlines of the support contours on the impact of vertical loads. This has an impact on their rational decision, which takes into account the overall cost and useful area of the building. The findings of using aerodynamic coefficients to calculate large-span buildings with cylinder-plate-cable-stayed roofs for horizontal (wind) load should be published in the following paper.
Keywords: cables, hanging system, cylinder-plate-cable-stayed roof of a building (structure), external support contour of cablestayed roof, anchorless support, cable-stayed (hanging) roof, combined (complex) roof of a large-span building (structure), external support, internal metal support.
Date of publication: September 2024 / Deadline: 30 April 2024

Journal title: available for those who has paid.

Region of the journal publication: Europe.

Indexing of the journal: Scopus (Q3).

Scientific field: Engineering.

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