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Journal articles on the topic 'Buildings, structures, etc – History'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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1

Zhang, Qiang Qiang, Wen Pan, and Bai Feng Sun. "The Two-Stage Design Method of Isolated Structures Based on New Code for Seismic Design of Buildings." Applied Mechanics and Materials 275-277 (January 2013): 1243–49. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1243.

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Two-stage design method for base isolation structures includes simplified estimation and time history analysis. Simplified estimation is used in preliminary design stage for estimating the weight and the first period of an isolated structure, the upper structure is simplified as a SDOF system. According to the expected response reduction goals and response spectrum, the first period of the isolated structure, stiffness of isolation device and number of isolation bearing can be induced. Time history analysis is employed in detail design stage, for determination and optimization of isolation dev

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2

Silva, B., Catarina Q. Costa, Francesca Da Porto, Maria Rosa Valluzzi, and Claudio Modena. "Seismic Vulnerability of Historical Structures: Damage State of the Abruzzo (Italy) Churches in the Sequence of the April 2009 Earthquake." Advanced Materials Research 133-134 (October 2010): 765–70. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.765.

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Each earthquake represents a particular moment in the history of the affected region. The seismicity in Italy reaches frequently high values, what makes it a country particularly affected by this kind of natural disasters. Historical constructions (in particular masonry ones) are structures that show a high vulnerability to the type of loads introduced in the sequence of a seismic event. This paper focus on the effects of the 6th of April 2009 earthquake, that affected the region of Abruzzo (Italy), over the historical buildings of the region, in particular churches, by establishing a set of d

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Herasymenko, I., and S. Maksymov. "PROBLEMATIC ISSUES OF CULTURAL HERITAGE VALUATION OF MONUMENTS." Criminalistics and Forensics, no. 65 (May 18, 2020): 477–85. http://dx.doi.org/10.33994/kndise.2020.65.47.

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The article analyzes the current state of the regulatory framework governing the valuation of cultural monuments, in particular, the Monetary Valuation of Monuments approved by the Cabinet of Ministers of Ukraine dated September 26, 2002 No. 1447. The classification of conservation categories by a monument (national and local significance) and types of monuments (archeology, history, monumental art, architecture and urban planning, landscape gardening art, historical landscape, science and technology) is given. The main problem in determining the value of monuments is to take into account not

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4

Berest, Roman. "Cave monastery of Galicia: the problem of interpretation, localization and protection." Materials and studies on archaeology of Sub-Carpathian and Volhynian area 24 (December 24, 2020): 176–88. http://dx.doi.org/10.33402/mdapv.2020-24-176-188.

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The problem of the little-known, complex and multifaceted history of the medieval cave monasticism of Galicia is raised. In the most difficult period of national history, it defended the basic principles and principles of national dignity, social tolerance, Christian spirit and upbringing in far from difficult conditions. Based on the results of archeological and speleological researches of a number of monuments, the existence of a significant variety of cave monuments in Galician lands (cult altars, churches, monasteries, proto-monastery houses, cells of hermits, ascetics, etc.) was noted. In

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Ronghe, G. N., and L. M. Gupta. "Parametric Study of Tendon Profiles in Prestressed Steel Plate Girder." Advances in Structural Engineering 5, no. 2 (2002): 75–85. http://dx.doi.org/10.1260/1369433021502579.

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The concept of prestressing steel structures has only recently been widely considered, despite a long and successful history of prestressing concrete members. Several analytical studies of prestressed steel plate girder were reported in the literature, but much of that work was not studied with reference to different parameters like tendon profile, eccentricity, partial span to full span ratio, prestressing force, load carrying capacity etc. associated with prestressing. This paper examines analytically a comparative study of various tendon configurations and prestressing parameters on over al

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Печёнкин, Илья Евгеньевич. "The Searching for the Image of Church Building through the Late Russian Empire (Marginalia of a Mainstream Architectural History)." Вестник церковного искусства и археологии, no. 3(4) (August 15, 2020): 117–29. http://dx.doi.org/10.31802/bcaa.2020.4.3.008.

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В статье предпринята попытка дать описание истории поисков образа православного храма как современного здания в поздней Российской империи (сер. XIX - нач. ХХ вв.). В литературе церковное зодчество этого периода освещается, главным образом, через рамку стиля. Действительно, вопросы стилеобразования были очень важны для современников: и критики, и сами архитекторы много писали о необходимости строить храмы в традиционных национальных формах и т.д. Однако к этому дискурс о церковной архитектуре в индустриальную эпоху не сводился. В условиях роста населения городов и численности прихожан, внедрен

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Merzhievskaya, Natalia, and Angela Sokolova. "EVOLUTION OF GREENHOUSES: FROM A GARDEN ON THE WINDOWS TO A COMPLEX LIVING MECHANISM." Current problems of architecture and urban planning, no. 59 (March 1, 2021): 283–94. http://dx.doi.org/10.32347/2077-3455.2021.59.283-294.

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The relevance of the topic today is great, because environmental problems are becoming more acute and stronger every day: melting glaciers, cutting down trees, increasing air pollution, creating islands from garbage in the oceans, etc., which inevitably lead to environmental disasters. The theme of glasshouse, botanical gardens, and various greenhouse facilities will help to activate the population in the right environmental direction. Conservatory combine many functions, it helps to encourage people to pay more attention to environmental education and to draw attention to environmental issues

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Avila, Jorge A., and Eduardo Martínez. "Non-Linear Step-by-Step Seismic Response and the Push-Over Analysis Comparison of a Reinforced Concrete of Ductile Frames 15 Level Building." Key Engineering Materials 385-387 (July 2008): 229–32. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.229.

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Based on a ductile frames 15 level building, a non-linear analysis with increased monotonically lateral loads (Push-Over) was made in order to determine its collapse and its principal responses were compared against the elastic and inelastic time-history seismic responses determined with the SCT-EW-85 record. The seismic-resistance design and faced to gravitational loads was made according to the Complementary Technical Norms of Concrete Structures Design (NTC-Concrete) and the NTC-Seismic of the Mexico City Code (RDF-04), satisfying the limit service states (relative lateral displacement betw

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Kyselov, V. M., and G. V. Kyselovа. "HISTORICAL PARKS OF UKRAINE. FROM HISTORY TO MODERNITY." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 81 (December 7, 2020): 18–25. http://dx.doi.org/10.31650/2415-377x-2020-81-18-25.

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Abstract. The article explores the issues of the emergence and development of historical parks in Ukraine. There are four periods of formation and development of historical parks in Ukraine: the first ‒ from the times of Kievan Rus to the middle of the 17th century (the origin of park building), the second ‒ from the middle of the 17th century before the revolution of 1917 (construction of mainly private palaces and park ensembles), the third ‒ from 1918 to 1991 (soviet period), the fourth ‒ from 1991 to the present (the period of independence of Ukraine). The definition of the concept «histor

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Bîlbîie, Răduţ. "The Professionalization of Public Relations in the Romanian Army." International conference KNOWLEDGE-BASED ORGANIZATION 22, no. 2 (2016): 401–6. http://dx.doi.org/10.1515/kbo-2016-0069.

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Abstract The communication structures of the Ministry of National Defense have a considerable seniority and have played an important role both in different historical, critical periods for the country (wars, political crises) or institutional building (the forming of the Romanian army, of the modern command structures, etc.) as well as during the transition period after 1989. The first military publication, Observatorul Militar, (Military Observer), was released in 1859, being followed by a few thousands of magazines, newsletters, specialized directories, or during the war years of information

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Ali, Alia Hadi. "A study of visual culture on gravestone in the graveyards of Lahore." Journal of Art Architecture and Built Environment 2, no. 1 (2019): 69–96. http://dx.doi.org/10.32350/jaabe.21.05.

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Passing by the roads of Lahore, one may witness reckless urban development near graveyards. These graveyards are self-introductory structures and are segregated from the rest by the abodes of the living. The study is about the inscriptions on gravestones in the graveyards of Lahore. The city of Lahore is a historical city with its history narrated through its architecture. One of the key constructions are the cenotaphs of royals; some of them are surrounded by gardens and others with beautifully manifested buildings addressing the time and glory of the past. This study investigates the visual

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Bedon, Chiara, Flavio Stochino, and Daniel Honfi. "Special Issue on “Buildings and Structures under Extreme Loads”." Applied Sciences 10, no. 16 (2020): 5676. http://dx.doi.org/10.3390/app10165676.

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Exceptional loads on buildings and structures may have different causes, including high-strain dynamic effects due to natural hazards, man-made attacks, and accidents, as well as extreme operational conditions (severe temperature variations, humidity, etc [...]

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Wright, Helena E., Historic American Buildings Survey, Historic American Engineering Record, Alicia Stamm, and C. Ford Peatross. "Historic America: Buildings, Structures, and Sites." Technology and Culture 26, no. 2 (1985): 322. http://dx.doi.org/10.2307/3104369.

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Tabrizikahou, Alireza, Marijana Hadzima-Nyarko, Mieczysław Kuczma, and Silva Lozančić. "Application of Shape Memory Alloys in Retrofitting of Masonry and Heritage Structures Based on Their Vulnerability Revealed in the Bam 2003 Earthquake." Materials 14, no. 16 (2021): 4480. http://dx.doi.org/10.3390/ma14164480.

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For decades, one of the most critical considerations of civil engineers has been the construction of structures that can sufficiently resist earthquakes. However, in many parts of the globe, ancient and contemporary buildings were constructed without regard for engineering; thus, there is a rising necessity to adapt existing structures to avoid accidents and preserve historical artefacts. There are various techniques for retrofitting a masonry structure, including foundation isolations, the use of Fibre-Reinforced Plastics (FRPs), shotcrete, etc. One innovative technique is the use of Shape Me

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Semenov, Vyacheslav, Sergey Kozlov, Alexey Zhukov, Karen Ter-Zakaryan, Ekaterina Zinovieva, and Ekaterina Fomina. "Insulation systems for buildings and structures based on expanded polyethylene." MATEC Web of Conferences 251 (2018): 01014. http://dx.doi.org/10.1051/matecconf/201825101014.

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Insulation systems for buildings and structures imply the use of efficient thermal insulation products based on mineral wool, expanded polystyrene, expanded polyurethane, etc. For a long time, products from non-cross-linked expanded polyethylene were used as insulation for pipelines, reflective insulation, protection against air infiltration, etc. Modern technologies and engineering solutions allowed widening the field of application of non-cross-linked expanded polyethylene (NXLPE) as a construction insulation material. In particular, we can consider a complex of insulation systems for walls,

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Mkrtychev, Oleg. "Dynamic comfort inside the building during pedestrian traffic." MATEC Web of Conferences 196 (2018): 01039. http://dx.doi.org/10.1051/matecconf/201819601039.

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Dynamic comfort of people inside buildings and structures has been studied in the works of [1, 2], but these works cover only industrial, manufacturing, and sports facilities. Currently, public (exhibition centers, shopping malls, etc.) and residential buildings and structures are challenged with providing dynamic comfort as well. This is due to the possibility of using high-strength and lightweight materials in construction, making the building more sensitive to dynamic effects. The main purpose of the dynamic comfort analysis is to remove vibrations or reduce such vibrations to an acceptable

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Wilk, Krzysztof. "Hazards for buildings and structures caused by flood conditions." E3S Web of Conferences 45 (2018): 00101. http://dx.doi.org/10.1051/e3sconf/20184500101.

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Floods are one of the common natural phenomena that can cause a huge danger to people and building objects located in flood plains. The particularly severe effects of such disasters are felt in heavily urbanized areas [1, 2]. The development of river valleys causes difficulties in the flow of flood water and the protective embankments limit the possibility of the temporary accumulation of water. The consequence of this situation is increasing the level of the flood wave and thereby intensifying its negative impact. Damages to the building during inundations can be the result of not only the di

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DZISIAK, Yaroslav. "DESCENDANTS OF THE NOBILITY ARE LEADERS OF THE UKRAINIAN ARMED FORMATIONS OF GALICIA OF THE FIRST QUARTER OF THE 20TH CENTURY." Contemporary era 6 (2018): 20–31. http://dx.doi.org/10.33402/nd.2018-6-20-31.

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From the beginning of its historical existence, the people of Ukraine-Ruthenia appear as a people with weapons: preparing for campaigns, organizing the defense of their land, carrying out colonization measures in the reconquered territories and creating state structures that are intended to organize the socio-military potential of the people. The state structures are based on the military structure. For centuries, the socio-political elite of our people has naturally been of military origin. Thousands of years ago, for the Ruthenian warlord, as later - for the Ruthenian nobility, the Cossacks,

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Gravit, Marina, Yana Simonenko, and Leonid Yablonskii. "3D-flexible intumescent fire protection mesh for building structures." E3S Web of Conferences 91 (2019): 02004. http://dx.doi.org/10.1051/e3sconf/20199102004.

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The increased operational properties, main of which - ensuring fire resistance in the conditions of the hydrocarbon mode of the fire, resistance to low temperatures and lack of wet processes at installation are necessary for means of fire protection of structures of buildings and constructions of an oil and gas complex. The review of means of fire protection of new type - the constructive bent fire protection which advantage is the set of positive characteristics as constructive fire protection (a plate, a shell, etc. with dry process of installation), and coverings is submitted (plasters, epo

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Jamnický, Martin. "BIM and Prediction of Thermal Stability in Underroof Spaces." Applied Mechanics and Materials 820 (January 2016): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amm.820.127.

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Current increasing of costs for the acquisition of buildings causes effort to efficiently use all the space in these construction projects. The aim is therefore to make maximum use of under-roof space, both in new buildings and in buildings already standing. Because of the trend of construction with light wooden structures wrapped in thermal isolation, it is not easy to avoid summer overheating in under-roof spaces. For this reason, we’ve focused on optimizing building structures in terms of overheating in summer, so that additional costs for air conditioning were negligible or, ideally, non-e

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Korol’, Elena Anatol’evna, and Yuliya Olegovna Kustikova. "Constructive systems, load-bearing and enclosing structures of high-rise buildings." E3S Web of Conferences 33 (2018): 01043. http://dx.doi.org/10.1051/e3sconf/20183301043.

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As the height of the building increases, loads on load-carrying structures increase dramatically, and as a result of the development of high-rise construction, several structural systems of such buildings have been developed: frame, frame-frame, cross-wall, barrel, box-type, box-to-wall ("pipe in pipe", "Trumpet in the farm"), etc. In turn, the barrel systems have their own versions: cantilever support of the ceilings on the trunk, suspension of the outer part of the overlap to the upper carrying console "hanging house" or its support by means of the walls on the lower bearing cantilever, inte

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Kalarash, Andriу. "Consumerism and communitarianism: current issues of determinism and interaction within the territorial community." Law Review of Kyiv University of Law, no. 2 (August 10, 2020): 141–46. http://dx.doi.org/10.36695/2219-5521.2.2020.24.

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The article examines current issues of determinism and interaction of the phenomena of consumerism and communitarianismwithin the territorial community.It is proved that a territorial human community is a territorial community that functions within local self-government due to itsexistence in the relevant territory of the state, acts as a natural and optimal social space not only for the existence of a particular personand his associations, but also for organizing product consumption. produced as a result of local economic activity or finds itself in theterritorial community as a result of exc

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Zertsalov, Mikhail Grigor’evich, Aleksey Nikolaevich Simutin, and Andrey Viktorovich Aleksandrov. "Application of compensation grouting technology for protection of buildings and structures." Vestnik MGSU, no. 6 (June 2015): 32–40. http://dx.doi.org/10.22227/1997-0935.2015.6.32-40.

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Underground construction in dense urban areas requires solving many problems, the most important of which is to prevent excessive additional deformations of the bases, which surround the area of the construction of buildings and structures.In order to prevent deviant strains different methods are used in engineering practice. In the recent years our country began to use a very popular abroad method of compensation grouting, which is currently one of the most effective methods of protecting the land-based facilities from the influence of underground facilities. This method has another important

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Swinth, Kirsten. "The Life Cycle of Buildings: Structures in Social and Cultural History." Reviews in American History 28, no. 2 (2000): 263–69. http://dx.doi.org/10.1353/rah.2000.0043.

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Ebrahimi, Mohammad, and Sayed Mozaheb. "Examine the Possibility of Increasing the Size of Openings According to Seismic Behavior of Masonry Structures Isolated with Sliding Layer Compared with the Fixed Structures Under Naqan Earthquake." Current World Environment 10, Special-Issue1 (2015): 01–10. http://dx.doi.org/10.12944/cwe.10.special-issue1.01.

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Masonry buildings have a large share in the context of large and small towns, For example, in the city of Bam more than 90 percent of the buildings with brick and masonry structures, which are about 40% of the amount of masonry structures. According to reports, all masonry buildings are damaged in the earthquake of 20 to 100 percent. Research shows that the bulk of the damage to buildings caused by non-compliance with the provisions of the Building Regulations 2800, including the opening of the wall, the opening in the wall, resulting space restrictions, the wall of the building and etc. In th

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Bedon, Amadio, and Noé. "Safety Issues in the Seismic Design of Secondary Frameless Glass Structures." Safety 5, no. 4 (2019): 80. http://dx.doi.org/10.3390/safety5040080.

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Glass is largely used in buildings, in the form of an innovative and versatile material. Both for novel and existing constructions, secondary glass systems are frequently realized to interact with primary components of different materials. In most cases, the structural challenge deriving from the intrinsic brittleness and vulnerability of glass is efficiently controlled via laminated (LG) multi-layer sections. However, further potential risks for people should be properly minimized, like for example, in the presence of extreme loads. This is the case of seismic regions, where dedicated calcula

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Caniato and Gasparella. "Discriminating People’s Attitude towards Building Physical Features in Sustainable and Conventional Buildings." Energies 12, no. 8 (2019): 1429. http://dx.doi.org/10.3390/en12081429.

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At the present time, buildings technologies for residential constructions are essentially divided into two groups. The first one is associated to conventional techniques using concrete, masonry or in general heavyweight structures, while the second one is associated to timber, e.g., sustainable glulam, crosslam, etc. (lightweight structures). Technicians, scientist, designers and non-expert people have their own stereotyped ideas and attitudes, related to thermal and sound insulation, structural stability, fire resistance, service equipment, heating and cooling systems, etc. Nevertheless, for

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Zheng, Wu Xing, De Sheng Ju, and Shi Long Liu. "Analysis on Energy Efficiency and Consumption of Existing Residential Buildings in Shijiazhuang." Applied Mechanics and Materials 409-410 (September 2013): 557–60. http://dx.doi.org/10.4028/www.scientific.net/amm.409-410.557.

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Through the investigations on a total of 2,079 residential buildings in Shijiazhuang, the author got the distributions, ages, structures, heating and cooling patterns, indoor comfort conditions, state of energy efficiency and actual energy consumptions etc. In addition, non-energy-efficient buildings, energy-saving 30%, energy-saving 50% and energy-saving 65% accounted for 24.8%, 17.8%, 22.4% and 35.0% respectively. The author calculated the total energy consumption of 397 sample existing residential buildings which is equivalent to about 48,600 t Standard Coal, and average energy consumption

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Leela, D., Babu S, Dasarathy A K, and S. Kumar. "3D Flow Prediction for high rise structures." International Journal of Engineering & Technology 7, no. 2.24 (2018): 126. http://dx.doi.org/10.14419/ijet.v7i2.24.12016.

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Structures more than 40 m are usually termed as high rise structures. It is difficult to predict the flow of wind around structures without the use of computational fluid dynamics software or wind tunnel. These high rise structures are subjected to stronger winds that can cause them to sway. So the predictions of aerodynamic loads acting on tall buildings are very important. This study aims to identify the characteristics of wind flow such high rise structures by predicting flow variables such as pressure, velocity and impacting stress etc using Ansys Fluent 18.1. The main purpose of this proj

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Guo, Huai Ren. "The Reliability of Enlarging the Cross-Section in Reinforcing the Frame Construction Buildings." Advanced Materials Research 189-193 (February 2011): 4365–69. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.4365.

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Concrete frame structure in epicenter region has greatly damaged by Wenchuan Earthquake, especially short columns. Plenty of means for reinforcing these structures have been used. Finite element software ANSYS is used to simulate mechanical properties of structures after reinforced by broaden-section under monotonic or cyclic load. Comparison of frame’s horizontal displacement, crack of bearing carrier and distribution of node’s shearing stress etc. before and after reinforcing, it proves that broaden-section method is feasible in reinforcing of frame structure. Most of all, it verifies that b

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Хасанов, Ирек Равильевич, Станислав Анатольевич Зуев, Александр Анатольевич Абашкин, and Анна Станиславовна Зуева. "Assessment of safe fire distances from afforestation to buildings and structures." Pozharnaia bezopasnost`, no. 2(103) (June 22, 2021): 36–43. http://dx.doi.org/10.37657/vniipo.pb.2021.64.34.004.

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Проанализированы нормативные требования к противопожарным разрывам от зданий и сооружений до границ лесных насаждений. Рассмотрены особенности лесных пожаров с точки зрения нормирования противопожарных расстояний между объектами защиты. Изучена возможность применения действующих нормативных методов расчета противопожарных разрывов между объектами защиты для определения противопожарных расстояний от зданий и сооружений до лесных насаждений, а также разработаны и обоснованы необходимые рекомендации. Рассмотрен пример расчета для здания, расположенного вблизи леса. The requirements for fire break

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Chou, Chung Chyi, Chung Yi Ko, Li Kai Hsiao, Yu Tsung Ho, and Yu Chih Ou. "Risk Assessment and Management for Lightweight Steel Structure Construction for Industrial and Residential." Applied Mechanics and Materials 897 (April 2020): 226–30. http://dx.doi.org/10.4028/www.scientific.net/amm.897.226.

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Lightweight steel structure buildings are a special type of illegal building in Taiwan. There are many different types of these illegal structures in Taiwan used for various purposes. The number of factories operating in one of these illegal lightweight steel buildings alone is as high as 130,000 according to the 2017 statistics. The construction of such structures is easy, fast, and the cost is low, which is why they are widely accepted by the people.[1] The materials of a lightweight steel structure are mostly steel or C-shaped steel. When this type of steel structure is exposed to temperatu

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Dubrakov, S. V., K. O. Dubrakova, and A. V. Masalov. "Comprehensive Restoration of an Efficient Technical Condition of the Bearing Brickwork, Having Physical Wear." Proceedings of the Southwest State University 24, no. 2 (2020): 60–72. http://dx.doi.org/10.21869/2223-1560-2020-24-2-60-72.

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Purpose of research. Inspection and assessment of the technical condition of the enclosing structures of a residential building located at st. Engelsa, 107 in Kursk were carried out in connection with the development of the reinforcement project.Methods. Inspection of the technical condition of buildings and structures is necessary to determine the residual resource and service life of the building structures. The current regulatory documents require an examination of the technical condition of buildings and structures no later than two years after their commissioning. In the future, the inspe

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Mukanbet kyzy E. and E.T. Toktoraliev. "ANALYSIS OF THE BASIC DESIGN PRINCIPLES OF LOW-RISE RESIDENTIAL BUILDINGS." Herald of KSUCTA n a N Isanov, no. 4 (December 16, 2019): 634–38. http://dx.doi.org/10.35803/1694-5298.2019.4.634-638.

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This article investigates the basic provisions of design of earthquake-resistant low-rise buildings and formulated the basic principles of design of earthquake-resistant buildings by design, erected in seismic areas: frame, volume-block, large-panel, with walls of large blocks, with walls of monolithic concrete, with walls of complex structure, with load-bearing walls of brick or stone, wooden buildings with walls of local materials. Seismically unfavorable conditions, which are designed as a large part of the terrain land (steep shores, gorge, water, etc.), impact disturbance, physiographic p

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Yurii Ischenko and Andrii Vusatiuk. "Taking into account dynamic influences on geotechnical structures in conditions of compaced urban buildings on the example of Kyiv." Environmental safety and natural resources 35, no. 3 (2020): 94–110. http://dx.doi.org/10.32347/2411-4049.2020.3.94-110.

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The applied technique of taking into account the dynamic effects on geotechnical structures in the conditions of compacted urban development with direct dynamic calculations taking into account the experimentally obtained accelerograms has been further developed. The methodology includes: visual and vibrodynamic inspection of the new building of the geotechnical structure and existing sources of vibrodynamic influences (taking into account the natural seismic background – seismic zoning of the construction site); construction of a calculation model; performing direct dynamic calculations of an

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Malbiev, S. A., and S. V. Fedosov. "Temperature Effects on Polymer Structures of Canopies for Inversion Roofs of Multi-Storey Residential Buildings." Stroitel'nye Materialy 787, no. 12 (2020): 52–57. http://dx.doi.org/10.31659/0585-430x-2020-787-12-52-57.

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The influence of temperature effects on the technical condition of cross-rod spatial structures of canopies for inversion roofs of multi-storey residential buildings made of polymer materials is considered on the example of tubular elements made of polyvinyl chloride (PVC). For modern multi-storey residential buildings, the current regulatory and technical documentation provides for operational (inversion) roofs, which can accommodate children’s sports grounds, cafes, bars, restaurants, parking lots, tanning salons, as well as gardens and architectural and landscape objects, helicopter platfor

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Berkowski, Piotr, Grzegorz Dmochowski, Jacek Barański, and Jerzy Szołomicki. "The Construction History and Assessment of Two Heritage Industrial Buildings in Wrocław." MATEC Web of Conferences 174 (2018): 03008. http://dx.doi.org/10.1051/matecconf/201817403008.

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Industrial buildings from the beginning of the 20th century can still be found in Polish cities. Some of them have already been listed as heritage objects. Those structures where new technical solutions and materials were used, for example concrete, are especially interesting. Some of those objects are currently under a process of restoration with the aim to reconstruct and adapt them for completely new and different utility functions but without losing their important heritage value. In this paper, elements of the assessment procedure of the technical state regarding a historical survey, mate

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BAIG, MIRZA AAMIR, and Tanveer Sultan Bhat. "SEISMIC UPGRADATION OF TALL BUILDINGS." International Journal of Engineering Science Technologies 4, no. 5 (2020): 6–15. http://dx.doi.org/10.29121/ijoest.v4.i5.2020.107.

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High rises have involved interest for engineers for as long as century. All the more along these lines, the previous thirty years have seen various structures ascending starting from the earliest stage, resisting gravity. Burj Khalifa Dubai, Taipei, Petronas twin pinnacle, Empire state building are a portion of the living instances of designing wonders. What befalls a structure when it arrives at such inconceivable statures separated from the awe that it will be, it additionally represents a gigantic measure of challenge for the auxiliary architect. Since then these structures are looked

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Prokopov, Al’bert, Anatolii Shuiskii, Evgenii Shcherban’, and Vyacheslav Zhur. "Prediction of deformations in the subsiding soils of Eastern Donbass’ undermined areas." E3S Web of Conferences 164 (2020): 07002. http://dx.doi.org/10.1051/e3sconf/202016407002.

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Subsiding soils are structurally unstable and are common and Russia (Northern Caucasus, Western Siberia, etc.) as well as worldwide (China, Mongolia, Central Asia, North America, etc.). Construction and operation of buildings and structures on such soils are associated with the nonuniform subsiding of soil due to water saturation, which causes excessive deformations in basements and foundations. The geotechnical and technogenic conditions of Eastern Donbass feature the commonness of subsiding loess soils and undermining of industrial areas prone to waterlogging. The three mentioned factors hav

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Flyagin, A. S., V. A. Vorsin, and V. M. Ufimtsev. "Production and application in industrial conditions of non-explosive destructive mixtures." Proceedings of the Voronezh State University of Engineering Technologies 80, no. 2 (2018): 290–96. http://dx.doi.org/10.20914/2310-1202-2018-2-290-296.

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In modern urban conditions of dense construction, as well as in the production of special works in the mining industry, new quality materials for non-explosive destruction of buildings, structures and rocks are required. Such material is non-explosive expanding mixtures (LDCs). LDCs are used in cases when the destruction of rocks by explosion unacceptable due to the dangerous consequences associated with the violation of stability of rock massif and negative seismic manifestations of the explosion. Non-explosive expanding mixtures are widespread in mining and construction works in many countri

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Dat, Bui Thanh, Alexander Traykov, and Marina Traykova. "Shear-lag effect and its effect on the design of high-rise buildings." E3S Web of Conferences 33 (2018): 02001. http://dx.doi.org/10.1051/e3sconf/20183302001.

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For super high-rise buildings, the analysis and selection of suitable structural solutions are very important. The structure has not only to carry the gravity loads (self-weight, live load, etc.), but also to resist lateral loads (wind and earthquake loads). As the buildings become taller, the demand on different structural systems dramatically increases. The article considers the division of the structural systems of tall buildings into two main categories - interior structures for which the major part of the lateral load resisting system is located within the interior of the building, and ex

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Prokhorov, Sergei. "The use of nanomodified concrete in construction of high-rise buildings." E3S Web of Conferences 33 (2018): 02065. http://dx.doi.org/10.1051/e3sconf/20183302065.

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Construction is one of the leading economy sectors. Currently, concrete is the basis of most of the structural elements, without which it is impossible to imagine the construction of a single building or facility. Their strength, reinforcement and the period of concrete lifetime are determined at the design stage, taking into account long-term operation. However, in real life, the number of impacts that affects the structural strength is pretty high. In some cases, they are random and do not have standardized values. This is especially true in the construction and exploitation of high-rise bui

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TRETIAKOV, Nikolay V. "CONSTRUCTIONAL FEATURES OF BUIDINGS IN SAMARA IN THE LATE 19TH CENTURY - IN THE EARLY 20TH CENTURY." Urban construction and architecture 6, no. 4 (2016): 23–29. http://dx.doi.org/10.17673/vestnik.2016.04.4.

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The aim of research is the analysis of constructional features of buildings in Samara in the late 19th century - in the early 20th century. Some of these buildings are still in operation being at the same time monuments of history and culture. Special and common features of construction solutions of foundations, walls, floor slabs and roof structures are marked. It is proved that economic considerations such as relative deficit and high cost of building materials - rolled steel, brick, broken stones - have a great influence on buildings structures. The examples of construction solutions of som

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Mamet, J. C., and O. Moselhi. "Outline of current analysis procedure for CANDU 600 MW reactor buildings." Canadian Journal of Civil Engineering 12, no. 4 (1985): 796–804. http://dx.doi.org/10.1139/l85-093.

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Reactor buildings of 600 MW CANDU nuclear power plants consist of a prestressed concrete containment structure, cylindrical in shape with a double spherical dome, and of a reinforced concrete internal structure with heavy walls and slabs that support the nuclear reactor, the primary heat transport system, control and safety mechanisms, etc. Both structures are supported on a common circular slab.In this paper, an outline of the static and seismic response analyses performed for these buildings is presented. Several computer models and codes are used and advantage is taken of the symmetry of re

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Karpov, Denis, and Anton Sinitsyn. "Algorithm for Integrated Non-Destructive Diagnostics of Technical Condition of Structures of Buildings and Constructions Using the Thermogram Analysis." E3S Web of Conferences 161 (2020): 01040. http://dx.doi.org/10.1051/e3sconf/202016101040.

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An algorithm for integrated non-destructive diagnostics of technical condition of structures of buildings and constructions using the temperature field analysis is proposed. An attempt is made to systematize, characterize and build a logical sequence of stages for energy inspection of heat-consuming and heat-generating construction objects and their structural elements. The presented algorithm differs from the well-known technologies for energy monitoring of buildings and structures by the presence of two additional steps, which are an integrated part of any energy examination: determination o

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Mukanbet kyzy, E., and N. Sarbaeva. "FEATURES OF THE INFLUENCE OF CLIMATIC FACTORS AT DESIGN OF PUBLIC BUILDINGS (CASE STUDY: KYRGYZSTAN)." Herald of KSUCTA n a N Isanov, no. 2-2020 (July 6, 2020): 275–79. http://dx.doi.org/10.35803/1694-5298.2020.2.275-279.

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The Article discusses one of the Factors affecting the enclosing structures of Low-rise Buildings, their resistance to Heat generation. Also, the optimal thickness of a small Block (brick), wood, wall panels was calculated based on the resistance of the Enclosing Structures to Heat generation, which was subjected to Climatic analysis (Temperature, Wind, Solar radiation, Precipitation, etc. These factors affect the bearing capacity of the Structure, as well as as an example, were obtained Cities with severe Climatic Characteristics, which were characterized by the required performance at given

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Bobrova, Ekaterina, Anton Pilipenko, and Alexey Zhukov. "Insulating sheath system and energy efficiency of buildings." E3S Web of Conferences 91 (2019): 02019. http://dx.doi.org/10.1051/e3sconf/20199102019.

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The article discusses the results of thermal imaging monitoring of building structures with and without insulation. Research and thermal and physical calculations showed that heat loss from the premises is determined by two groups of factors: surface loss depending on thermal conductivity, as well as vapor and air permeability of enclosing elements and heat loss at all types of joints, fasteners, etc. Thermal insulation with plate materials significantly reduces heat losses, but at the same time, heat flows through the joints between the heat-insulating plates and in the areas of their contact

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Kuzovic, Dusko, and Nedeljko Stojnic. "Reduction of seismic risk for immovable cultural property." Facta universitatis - series: Architecture and Civil Engineering 13, no. 2 (2015): 181–94. http://dx.doi.org/10.2298/fuace1502181k.

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The existing legislation for determining the seismic design parameters, which is used in Serbia, is defined by the "Code on technical norms for construction of buildings in seismic areas" ("Sl. List SFRJ" no. 31/81), and its amendments and amendments to ("Sl. List SFRJ" no. 49/82, 29/83, 21/88 and 52/90), as well as Code on technical standards for remediation, strengthening and reconstruction of building structures damaged in earthquakes and for reconstruction and revitalization of building structures ("Sl .List SFRY", no. 52/85) etc. The above mentioned normatives are related to the seismic r

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Skvortsov, Alexey A., and Elena B. Cherepetskaya. "Assessment of Factors Affecting the Final Value of «Volume Loss» by TBM Tunneling." Applied Mechanics and Materials 843 (July 2016): 1–10. http://dx.doi.org/10.4028/www.scientific.net/amm.843.1.

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This paper covers design diagrams and algorithms for determining the strain state of soil mass in case of its underworking. When tunnels are constructed in restrained urban conditions peculiar to megapolises, there is an acute problem related to the assessment of their influence on the existing above-and underground facilities. The strains of buildings and structures that occur as a result of underground construction work may have an impact on the operation reliability of these facilities. Russian regulatory documents in the area of underground urban construction strictly govern the basic para

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Belostotsky, Alexander M., Pavel A. Akimov, Irina N. Afanasyeva, and Taymuraz B. Kaytukov. "CONTEMPORARY PROBLEMS OF NUMERICAL MODELLING OF UNIQUE STRUCTURES AND BUILDINGS." International Journal for Computational Civil and Structural Engineering 13, no. 2 (2017): 9–34. http://dx.doi.org/10.22337/2587-9618-2017-13-2-9-34.

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The distinctive paper is devoted to contemporary problems of numerical modelling of unique structures, buildings and facilities and corresponding directions of activity of Scientific Research Center “StaDyO” including development, verification and use of corresponding software, development and refinement of methods of structural analysis, solution of scientific and technical problems, scientific and educational activity. Experience in theoretical and practical computational analysis is under consideration as well (26-year history).

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