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Статті в журналах з теми "Underground part of building":
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Sinenko, Sergey, Liliya Pakhomova, and Alexandra Chernyshova. "Modern technology of construction of underground part of buildings in urban conditions." MATEC Web of Conferences 265 (2019): 05038. http://dx.doi.org/10.1051/matecconf/201926505038.
It is considered the construction of the underground part of buildings and structures by "Moscow method", the essence of which is an arranging of pit’s enclosing structure – "wall in ground" in common with the underground part of a building, when pit enclosure is braced in outward thrust with disks of major floors of the underground part of the erecting building, which are connected to each other by a system of spacers, suspensions and racks forming support structure. The positive and negative features of the method are given. The article summarizes the experience of this method, which is advisable to use in construction of the underground part of buildings or structures in cramped urban conditions, provided that the enclosing structure of a pit is "wall in ground". One highlights the stages and gives the main specific features of the method. It is shown that this method leads to a reduction of work costs at the zero cycle, but it increases the duration of work.
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Michalak, Hanna, and Paweł Przybysz. "The Use of 3D Numerical Modeling in Conceptual Design: A Case Study." Energies 14, no. 16 (August 15, 2021): 5003. http://dx.doi.org/10.3390/en14165003.
This article describes the construction of a building with four aboveground floors and one underground floor as part of the ongoing development of Warsaw’s city center. A 3D numerical model was developed to reflect the spatial and structural solutions of the new building based on the design documentation with regard to the outcomes of geotechnical tests, the actual phases of work completed, the results of the geodetic measurements carried out in individual phases of the building implementation, and the characteristics of the existing adjacent buildings. The 3D numerical model was calibrated taking into account the results of the geodetic measurements of the benchmarks stabilized on the adjacent buildings. The numerical models of the building were used to analyze a number of multiple-step variants, taking into account the increase in the number of aboveground floors (from 1 to 4) and underground floors (by 1), as well as the increase in the projected area of the underground part compared to the area of the site designated for development. The paper presents the conclusions of our analyses, which may be helpful to others designing buildings in intensively urbanized areas and guide them in selecting the best solution.
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Čajka, Radim, Kamil Burkovič, Pavlina Matečková, David Sekanina, Marie Stara, and Anezka Jurcikova. "Reinforced Concrete Structure of the Puppet Theatre in Ostrava." Applied Mechanics and Materials 744-746 (March 2015): 217–21. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.217.
The annex building for the alternative scene in the Puppet Theatre of Ostrava was designed and constructed as an interesting structure from raw face concrete. The size of the annex building is not so big. It is, however, distinct in terms of the shape and complexity. The annex building consists of the above-ground and underground parts and the outside amphitheatre. The above-ground part consists of a reinforced concrete monolithic structure with five floors. The façade is made from raw face concrete. The underground part comprises two underground floors and an inside amphitheatre which is connected to the outside amphitheatre. The paper describes the process and bottlenecks in the design and construction of the building which is interesting in terms of architecture and construction.
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Lyukhina, Elena, Sergey Lakhman, Alexey Miller, and Vladimir Travush. "STRUCTURES OF THE HIGH-RISE BUILDING “LAKHTA CENTER” IN SAINT-PETERSBURG." International Journal for Computational Civil and Structural Engineering 15, no. 3 (September 24, 2019): 14–39. http://dx.doi.org/10.22337/2587-9618-2019-15-3-14-39.
The “Lakhta Center” skyscraper that built up in Saint-Petersburg on the coast of Baltic sea at the end of 2018 is the highest building of Europe. The tower has 87 floors above the ground and 2 underground floors. The distinctive paper is devoted to structures of this skyscraper. Particularly piled foundation, building structures of the underground part (substructure), building structures of the aboveground part (building superstructure), designs of steel-reinforced concrete columns, design of slabs, structural analysis, some loads and impacts, aerodynamic tests, engineering-geological research, testing of steel-reinforced concrete columns, glass racks and structural health monitoring are under consideration.
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Ilyichev, Vyacheslav, Nadezhda Nikiforova, and Artem Konnov. "Construction of high-rise building with underground parking in Moscow." E3S Web of Conferences 33 (2018): 02057. http://dx.doi.org/10.1051/e3sconf/20183302057.
Paper presents results of scientific support to construction of unique residential building 108 m high with one storey underground part under high-rise section and 3-storey underground parking connected by underground passage. On-site soils included anthropogenic soil, clayey soils soft-stiff, saturated sands of varied grain coarseness. Design of retaining structure and support system for high-rise part excavation was developed. It suggested installation of steel pipes and struts. Construction of adjacent 3-storey underground parking by “Moscow method” is described in the paper. This method involves implementation of retaining wall consisted of prefabricated panels, truss structures (used as struts) and reinforced concrete slabs. Also design and construction technology is provided for foundations consisted of bored piles 800 MM in diameter joined by slab with base widening diameter of 1500 MM. Experiment results of static and dynamic load testing (ELDY method) are considered. Geotechnical monitoring data of adjacent building and utility systems settlement caused by construction of presented high-rise building were compared to numerical modelling results, predicted and permissible values.
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Bartos, Maciej, Janusz Chmura, and Tomasz Wieja. "Organizational, Design and Technology Issues in the Process of Protection of Underground Historic Monuments/ Probelmy Organizacyjne, Projektowe I Technologiczne W Procesie Zabezpieczania Zabytkowych Podziemi." Civil And Environmental Engineering Reports 17, no. 2 (June 1, 2015): 5–14. http://dx.doi.org/10.1515/ceer-2015-0016.
Abstract Underground historic monuments constitute the immanent part of the cultural and natural heritage. Protecting and opening underground historic objects, as the investment aim, is a process of renewed actions taken in objects that are degraded or out of order, contributing to improvement of quality of life of residents, restoring new functions, reconstruction of social bonds. Underground historic buildings should be subjected to processes of protecting and revitalization. Determining the state of a given building and the adjustability of its spatial structure to introducing a new function or making it available to tourist purposes are the basis for these actions.
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Bieda, Agnieszka, Jarosław Bydłosz, Artur Warchoł, and Monika Balawejder. "Historical Underground Structures as 3D Cadastral Objects." Remote Sensing 12, no. 10 (May 13, 2020): 1547. http://dx.doi.org/10.3390/rs12101547.
The need for accurate registration of underground objects in the 3D cadastre is becoming increasingly common throughout the world. Research studies conducted in this area mostly focus on objects related to transportation or other public utilities and services. However, in settlements with a long history, apart from new objects, there are also various historical objects underground. Such places are not fully discovered, and sometimes they are not even fully inventoried with surveying methods. The aim of this work therefore is to try to describe the possibility of introducing historical undergrounds to the real estate cadastre created for three dimensions, in case of its creation, and to check ground laser scanning as a method of measuring such objects in order to introduce them to the 3D cadastre. Considerations on the inclusion of underground historical objects into the three-dimensional cadastre database began with conceptual considerations. Their result is the elaboration of UML schemas describing relationships among 3D cadastre objects including underground objects. According to the authors, such underground objects should constitute a completely new class called ‘EGB_BuildingBlockUnderground3D’ and be part of the legal space of the entire building represented by the class ‘EGB_BuildingLegalSpace3D’ (the prefix EGB is an acronym of Polish cadastre name ‘Ewidencja Gruntów i Budynków’; in English, it stands for ‘Land and Building Cadastre’). In order to verify in practice the possibility of introducing historical underground objects into the 3D cadastre database, the inventory of the Underground Tourist Route in Rzeszów (Poland) was used. This route consists of a network of underground passageways and cellars built between the 14th and 18th centuries. The measurement was carried out with the application of the Faro Focus 3D terrestrial laser scanner. The underground inventory showed that at the time the current cadastre of land and buildings in Rzeszów was being founded, the boundaries of the cadastral parcels were established without knowing the location of the underground passageways under the Main Market Square. This resulted in a situation in which the objects located underground became parts of more than one cadastral parcel. If a 3D cadastre is created, such a situation must of course be recorded accordingly. The article proposes solutions for such situations.
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Villasmil, Willy, Marcel Troxler, Reto Hendry, Philipp Schuetz, and Jörg Worlitschek. "Parametric Cost Optimization of Solar Systems with Seasonal Thermal Energy Storage for Buildings." E3S Web of Conferences 246 (2021): 03003. http://dx.doi.org/10.1051/e3sconf/202124603003.
In combination with seasonal thermal energy storage (STES), solar energy offers a vast potential for decarbonizing the residential heat supply. In this work, a parametric optimization is conducted to assess the potential of reducing the costs of water-based STES through the use of alternative thermal insulation materials and the integration of an underground storage outside the building. The investigated configurations include: a hot-water tank, a solar collector installation, and a multifamily building with a solar fraction of 100%. The storage is either integrated inside the building or buried underground in its direct vicinity. A simulation-based analysis shows that if the tank is integrated inside an existing building (as part of a retrofitting action) – where costs are primarily driven by the loss of living space – vacuum-insulation panels can lead to significant savings in living space and a cost advantage compared to the use of conventional glass wool. Nevertheless, storage integration inside an existing building is a more expensive option compared to an external integration due to the high costs associated to the internal building modification and loss of living space. Despite the high excavation costs and increased heat losses, the concept of burying the storage underground is a promising option to allow the integration of large-volume seasonal storage systems in new and existing buildings.
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Zdankus, Tadas, Rolandas Jonynas, Juozas Vaiciunas, Sandeep Bandarwadkar, and Tautvydas Lenkas. "Investigation of Thermal Energy Accumulation Using Soil Layer for Buildings’ Energy Efficiency." Sustainability 14, no. 9 (April 26, 2022): 5247. http://dx.doi.org/10.3390/su14095247.
The cold climate countries require high energy consumption for buildings’ heating. According to EU directives and national law, buildings’ energy efficiency is increasing due to higher investment in the sector. Primary energy consumption for space heating still comprises a large part of global energy consumption. It is essential to develop technological solutions and innovations to reduce energy consumption by using newer, smarter, more natural energy generation and accumulation. The soil layer could be used as a natural material for thermal energy accumulation. The soil’s temperature is higher than atmospheric air in the heating season and is lower in the non-heating season. Underground buildings placed in a soil medium could use less thermal energy for buildings’ heating and cooling during its life cycle. The impact of the wind is eliminated in this underground building case. As the soil temperature rises, the difference in temperature of the building’s inside air and the soil decreases. This means that the heat loss into the soil generates the conditions acting against the heat loss. However, heat spreads further and dissipates in the surrounding soil medium. The analysis of this research results showed that the savings in energy could reach 28 percent in the case of the underground building. Heat loss to the soil could be treated as the charge of the soil by thermal energy. The charging by heat and heat dissipation in the soil was researched experimentally. The dependence of the intensity of the charge on time was analysed and presented in this paper also.
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Otte, Andreas. "Nuuk underground: musical change and cosmopolitan nationalism in Greenland." Popular Music 34, no. 1 (December 19, 2014): 113–33. http://dx.doi.org/10.1017/s0261143014000713.
AbstractIn Nuuk, the capital of Greenland, there have been a significant number of musical events in recent years that have been called ‘underground’. These have formed an underground scene that offered a cosmopolitan alternative to established ‘greenlandificated’ popular music. This paper accounts for the building of this underground scene by Nuuk youth, and asks why these young people valued musical change informed by a cosmopolitan outlook, while at the same time holding firmly to the conviction that their activities were a part of the dominant Greenlandic nation-building project. Social agents, which played key roles in building the Nuuk underground scene, described their activities as attempts to come to terms with a history in which Greenland has been perceived as a subaltern nation. This enquiry explains the nationalist logic behind a concern with performing similarity with Western nations in the Nuuk underground scene, as opposed to the more widespread romantic nationalist logic concerned with expressing a distinguishable national character. This further leads to an expansion of a position of cosmopolitan nationalism.
It is a design of stand alone Poly-Functional Building with one basement and three storeys. The building is divided into two parts. The housing and administrative part. Both parts are independent of each other. The first underground floor is a mass garage and accessories for both parts of the building. The first floor is mostly made up of the administrative part of the multipurpose building. In the second and third floor are apartments, each for three apartments per floor. In the second floor there are apartments for people with limited mobility. The structural system of the building is made by porotherm and monolithic structure. Multifunctional building is covered with single layer flat roof.
2
wang, menglin. "Building Information Modeling (BIM): Site-Building Interoperability Methods." Digital WPI, 2011. https://digitalcommons.wpi.edu/etd-theses/1026.
"Nowadays, many companies in the Architecture/Engineering/Construction (AEC) industry are using Building Information Modeling (BIM) in achieving a faster, sustainable and more economic project. Among the new developed concepts and BIM applications, two of the concepts most frequently used with the support of BIM technology in the planning, organization and scheduling of projects are 4D and 5D in which a 3D model is tied to its time execution (4D) at any point in time and its corresponding cost (5D). However, most of these applications concentrate on modeling the building but it does not include a corresponding modeling of the site in which the building is located. To date, there are few studies and systematic implementation of the site and the building integrated into one BIM model. This site-building integrated model can also be conceptualized as ¡°6D BIM¡± model. The benefit of integrating the site and building together into one model is that the building is no longer treated in isolation of its surround site but incorporates extremely helpful short-term and long-term information for the owner, designer, and builder regarding site topography, landscaping, access roads, ground conditions and the location of site utilities. Major existing research and technology issues that are preventing this site-building integration deal with functionality and interoperability of the BIM software, different orientation and coordination of building model and site model. The objectives of this thesis are to explore current organizational and technological issues preventing this integration, to investigate a feasible method to create a site-linked BIM model, and to discuss the benefits and limitations of bringing BIM concept to the site conditions. The research has been conducted by an extensive review on the literature related to the topic of interest published primarily by AEC. A review on current applications of Geographic Information Systems (GIS) has also been included because of the wider context provided by this technology to the specific topic of this research. Related BIM software developed by three different vendors ¡ªhas been discussed and compared to determine the level of feasibility and operational features of technological support necessary to implement the site-linked BIM model. A case study based on the design and construction of the WPI Recreational & Sports Center, currently under construction, was developed to explore and understand the details that are involved in creating a new site model and to link it with the existing 3D building model. What has been learned from the analysis of this case study is presented, discussed and analyzed in terms of benefits and limitations. Recommendations for future extensions from both the research aspect and the technology support aspect finally presented. These include the creation of 3D BIM Campus Map, which is one site model with several building models placed on it to facilitate future planning of new building and/or maintenance and operation of the current buildings and campus infrastructure. "
3
Devers, Marvin G. "Building Under the Ground: An Exploration of Spirituality, Visibility and Presence in Architecture." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1277137181.
Sarah, Jamieson. "Building and Mobilizing Social Capital: A Phenomenological Study of Part-Time Pofessors." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/35133.
Social connections are the main determinant of a person’s quality and quantity of resources. A person uses social connections to access or use resources; the stronger and more extensive the social network, the greater the resources (i.e. social capital). Connections in social networks allow us to access and use social capital to achieve instrumental or expressive goals. Conversely, a lack of connection is central to many challenges in building social capital. Therefore, social connection is a beneficial concept to examine for those at risk of inadequate social capital. This research explores the experiences of part-time professors and their peer connections at the University of Ottawa. It discusses whether a lack of connection exists and how it may affect the social capital of part-time professors. Twelve part-time faculty members were purposively sampled and interviewed about their experience of being a part-time teacher at the University. One participant asked to be removed from the study. Participants were chosen on the basis that they had worked as a part-time teacher at the institution for five years or fewer. Using Moustakas’ (1994) phenomenological approach for collecting and analyzing data and Creswell’s (2007) approach for establishing validity, several thematic patterns were exhibited among part-time professors in relation to social capital and the barriers that they face. In conclusion, inadequate social capital among part-time professors may have problematic implications for students, the department, and the University as a whole.
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Ferreira, Michael J. "Barrier Performance Utilizing Normalized Heat Load as Part of an Engineering Based Building Fire Protection Analysis Method." Digital WPI, 2004. https://digitalcommons.wpi.edu/etd-theses/1074.
"The objective of this thesis is to examine the methods of barrier analysis used in the Building Fire Safety Engineering Method (BFSEM), and to develop the areas of the analysis which currently rely almost exclusively on subjective judgment rather than quantitative measures. The use of the Normalized Heat Load to quantify heat energy impact on a barrier is examined in detail. Procedures are developed which apply the properties of a normal statistical distribution to barrier failures times, for use in simplifying the construction of barrier catalog curves. A framework is also developed to help standardize the selection of barrier effectiveness factors. Finally, this thesis outlines the procedure for developing barrier performance curves to allow easy implementation of the barrier analysis into the general framework of the BFSEM. A design example is presented to illustrate the analysis procedures."
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Rydell, William, and Julian Kneubühler. "Shared Field of Play, Being Part of a Team, Being Part of an Organization: Effects on Building a Personal Brand in Team Sports." Thesis, Högskolan i Halmstad, Centrum för innovations-, entreprenörskaps- och lärandeforskning (CIEL), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-37054.
The purpose of this thesis was to identify what effects shared field of play, being part of a team and being part of an organization has on building brand equity for athletes in team sports. Even though personal branding of athletes has received academic coverage over the past years, the role of the shared field of play, being part of a team and being part of an organization have been overlooked. This research gap was addressed through four in-depth semi-structured interviews with professional soccer players from Sweden and Switzerland. Those interviews were analyzed using a theoretical framework which consists of the additional characteristics of team sports and its effect on personal branding. Findings of this thesis show that athletes lose their ‘uniqueness’ when they share the field with otherathletes as they are also wearing the same uniform, this leaves only a few opportunities to differentiate themselves from teammates by using product related and non-product related attributes. That the athletes with playing positions that can make a decisive difference on the outcome of the game receive extra attention. That to cooperate and exhibit a strong relationship between athletes towards the audience gives favorable brand associations and an increased following, thusstrengthening one’s brand equity. That athletes should try to benefit from the popularity of another athlete’s personal brand as long it is there, but that one muststay authentic in the process. That being employed and getting a stable and continuous salary gives athletes comfort and a feeling of safety which might have a negative effect on their ambition of building their personal brand. And lastly, to usethe club’s brand to build one’s own personal brand by paying homage to the club by engaging with supporters through gestures when celebrating victories and individual achievements.
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Steinberg, Rebecca M. "Predicting Post-Mining Hydrologic Effects of Underground Coal Mines in Ohio throughMultivariate Statistical Analyses and GIS Tool Building." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1555429886192267.
Kennedy, Robert Daniel. "Part one. Synthesis of carboranes and metallacarboranes for use as molecular building blocks and motors Part two. The synthesis of self-assembling fullerenes for use in organic photovoltaic devices /." Diss., Restricted to subscribing institutions, 2009. http://proquest.umi.com/pqdweb?did=2024830861&sid=1&Fmt=2&clientId=1564&RQT=309&VName=PQD.
Olufe, Oludare Joseph. "Study of Production Drifts Stability and Assessment of Reinforcement Requirements at LKAB Konsuln Test-Mine Levels 436 and 486 Using Geologic Structures Data, and Modelling Software – Dips and Unwedge: a Part of dp1 Project (Mine Layout and Technology) of the Sustainable Underground Mining (Sum) Project." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-434644.
Study of Production Drifts Stability and Assessment of Reinforcement Requirements at LKAB Konsuln Test-Mine Levels 436 and 486 Using Geologic Structures Data, and Modelling Software - Dips and Unwedge: a Part of dp1 Project (Mine Layout and Technology) of the Sustainable Underground Mining (Sum) Project Oludare Joseph Olufe Global population has been on exponential increase over the past half century. The population explosion is driving massive urbanization and infrastructure developments across the globe, which result in huge demand for metals, especially steel. The trend is forecasted to continue to rise steeply in for the next two decades. This is putting enormous strain on metals mining, especially because new surface economic deposits are rare to come by. Therefore, mining is steadily going deeper in many of the mining destinations across the world. Mining at great depths present unique challenges, particularly regarding stability of excavations at depths. Rock falls, rock burst, excavation collapse are common occurrences associated with deep mining. In regions with high seismicity potentials the frequency and consequences could be very high. Over the past decade ground instability has become a significant challenge confronting mining at LKAB deep mines. There had been incidents that resulted in long term closure of sections of the mines, with resultant adverse economic impacts. More undesirable is loss of live of personnel. The study was conducted at the Konsuln test mine levels 436 and 486, aimed to investigate the impacts of geologic structures on excavations instability at depths, at the Kiruna iron ore mines, on one hand. And on the other hand, evaluate the influence of geologic structures on ground reinforcements at the mine. Structural data were collected and analysed using Dips program to define orientation of major structures. The results were used for wedge analysis and excavations stability modelling using Unwedge program. Important rock mechanical parameters were defined based on data provided, and others based on literatures. A design factor of safety of 1.5 was used. Results from the study established that structures have significant impact on excavations instability at the Konsuln mine. 100% of the production drifts studied has minimum of four wedges formed in its perimeters. Out of this approximately 37% has factor of safety lower than 1.5. Evaluation of reinforcements (shotcrete and rock bolts) implemented in the mine found that approximately 15% of the total wedges formed in the production drifts has factor of safety less that 1.5 after both shotcrete and rock bolt reinforcements had been implement. Also, approximately 5% of the total wedges has apex height longer the rock bolt length. It was therefore concluded that structurally induced instability is a major contributor to excavations instability at the Kiruna mine. The study approach presented a new methodology to understand and provide robust solution to ground instability problem at the mine.
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Hanzel, Petr. "Polyfunkční dům v Kutné Hoře." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225801.
The master´s thesis is focused on the preparation and design of project documentation of the multi-functional building. The building is designed on land in Beneš street in Kutná Hora. The concept of the building respects the territorial plan of the city and complements the existing buildings. The building has one underground and four floors, the last floor is the attic. There is an underground garage, two stores and six flats. The building is designed from construction system Porotherm.
Частини книг з теми "Underground part of building":
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Sánchez-Cacicedo, Amaia. "Challenging Liberal Peacebuilding, as Part of Liberal Internationalism." In Building States, Building Peace, 18–51. London: Palgrave Macmillan UK, 2014. http://dx.doi.org/10.1057/9781137274168_2.
Mc Auley, Mark Tomás. "Model Building: Part One." In Computer Modelling for Nutritionists, 41–54. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-39994-2_4.
Mc Auley, Mark Tomás. "Model Building: Part Two." In Computer Modelling for Nutritionists, 55–62. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-39994-2_5.
Johnson, Phillip. "World-Building Part 2." In Make Your Own Python Text Adventure, 99–113. Berkeley, CA: Apress, 2017. http://dx.doi.org/10.1007/978-1-4842-3231-6_13.
Hemelop, Willem, and Hans de Vries. "“Damwandpolder” new building method for lowered infrastructure." In (Re)Claiming the Underground Space, 113–14. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203741184-20.
Zwarts, Moshé. "Some critical and positive comments concerning building underground." In (Re)Claiming the Underground Space, 3–10. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203741184-2.
Baumelou, X. "Some critical and positive comments concerning building underground." In (Re)Claiming the Underground Space, 93–97. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203741184-17.
Pereira, Caio Ribeiro. "Testing the Application: Part 1." In Building APIs with Node.js, 61–69. Berkeley, CA: Apress, 2016. http://dx.doi.org/10.1007/978-1-4842-2442-7_8.
Pereira, Caio Ribeiro. "Testing the Application: Part 2." In Building APIs with Node.js, 71–80. Berkeley, CA: Apress, 2016. http://dx.doi.org/10.1007/978-1-4842-2442-7_9.
Fellows, R. F. "Part 4: Arbitration." In 1980 JCT Standard Form of Building Contract, 165–68. London: Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13896-8_6.
Тези доповідей конференцій з теми "Underground part of building":
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Neković, Safet, and Damir Jagodić. "ANALYSIS OF FOUNDATION STRUCTURE LOADED ON UPLIFT DUE TO HYDROSTATIC PRESSURE AND DESIGN OF TENSION ELEMENTS BASED ON THE FIELD RESULTS OF TENSION LOAD TESTING." In GEO-EXPO 2020. DRUŠTVO ZA GEOTEHNIKU U BOSNI I HERCEGOVINI, 2020. http://dx.doi.org/10.35123/geo-expo_2020_7.
In the last ten years, the number of buildings in Bosnia and Herzegovina that is carried out with underground floors has been steadily increasing. An additional useful area that comes with underground floors brings with it a number of technical problems. In addition to securing the construction pit, the most common problem with such facilities is groundwater problems. One of the problems that arise from the action of groundwater is the load on the base plate to the uplift. In the case of an object, or part of an object, which is fewer floors, then this part of the building may cause elevation as a result of the action of the hydrostatic pressure. This paper will analyze the residential and business building in Banja Luka, which consists of two high parts and a floor part. The part of the building consists of only two underground floors, and this part of the building is burdened with uplift and after the completion of all works. At the end of the paper, the results of computational analyses and field tests will be compared.
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Roy, B. C., and R. Ekambaram. "Performance assessment on influence zone of existing structures for metro construction." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1728.
<p>The current mega cities such as Kolkata, Mumbai developed over centuries from even before colonial times and they now consist of old parts and new parts. Though underground construction even in the new parts is not an easy task, in the highly built-up old areas with narrow lanes, going underground while saving what exists above ground is a daunting task. Such a situation arose while taking one of the lines of Delhi Metro through the area of “Old Delhi”. Monitoring the ground features, including old building and monuments during construction became essential. Underground construction, as carried out for East-West metro Kolkata or Mumbai metro line 3, demanded extensive monitoring to assess ground movement and displacement depending upon depth and volume of works underground, soil conditions and foundations of existing buildings and utilities. The paper highlights geology, protecting existing structures, ground movement, construction method, and safety aspects in planning and construction.</p>
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Roy, B. C., and R. Ekambaram. "Performance assessment on influence zone of existing structures for metro construction." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1728.
<p>The current mega cities such as Kolkata, Mumbai developed over centuries from even before colonial times and they now consist of old parts and new parts. Though underground construction even in the new parts is not an easy task, in the highly built-up old areas with narrow lanes, going underground while saving what exists above ground is a daunting task. Such a situation arose while taking one of the lines of Delhi Metro through the area of “Old Delhi”. Monitoring the ground features, including old building and monuments during construction became essential. Underground construction, as carried out for East-West metro Kolkata or Mumbai metro line 3, demanded extensive monitoring to assess ground movement and displacement depending upon depth and volume of works underground, soil conditions and foundations of existing buildings and utilities. The paper highlights geology, protecting existing structures, ground movement, construction method, and safety aspects in planning and construction.</p>
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Dashjamts, Dalai, and Jamts Altantsetseg. "Engineering solutions for protection of underground part of buildings from ground water at the Ulaanbaatar City, Mongolia." In 2016 11th International Forum on Strategic Technology (IFOST). IEEE, 2016. http://dx.doi.org/10.1109/ifost.2016.7884269.
Storrow, David. "An Underground, In-Line Heater for Gas Gathering Pipeline Systems." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0261.
As central processing of multi-phase well effluent is becoming more common than field processing, sour gas gathering systems must be maintained at temperatures that do not allow the formation of hydrates. For short systems, heating the gas at the well site (to maintain a temperature that will prevent hydrate formation) or adding methanol to the fluid (to suppress the hydrate temperature) may be acceptable. For large gathering systems, a method of reheating the gas in transit is necessary. The conventional method for reheating sour gas gathering systems is to bring the multi-phase effluent above ground and send it through a heat exchanger. This method requires significant piping, valves, fittings, etc., and results in increased friction pressure losses and brings with it the difficulty of opening the mainline valve (either manually or remotely) when the pipeline requires pigging — all of which will increase capital and operating costs. Reheating above ground also requires toxic/corrosive fluids to be brought to the surface, in closer proximity to operations personnel, causing additional safety and environmental concerns. An underground in-line heating system has been developed to reduce the economic and operational impact of reheating the multi-phase hydrocarbons. The inline heating system eliminates the need to divert the multi-phase effluent from the pipeline by using a single-pass heat exchanger that operates below ground as part of the pipeline. Recirculated glycol is used as the heating medium for this system. The compact, below-ground facility requires only valving on the glycol circuit piping and will keep sour process fluids isolated and away from enclosed buildings where operating staff are present and out of more complex piping with greater potential to leak. As the underground heater is part of the pipeline, pigging operations can continue unhindered. Seven underground in-line heaters have been designed and installed by CIMARRON Engineering Ltd. since 1995. The installed heating systems have been proven to be reliable and easy to use. The underground inline heaters have been found to cost significantly less than the conventional above ground heating system. Other potential uses for the buried heater are: heating of viscous fluids, such as heavy oil (to eliminate need for diluent) and using the heat exchanger for cooling of gas following compression.
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Ceravolo, R., G. Coletta, E. Lenticchia, D. Minervini, and A. Quattrone. "Dynamic Investigations on the Health State And Seismic Vulnerability of Morandi’s Pavilion V of Turin Exhibition Center." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0224.
<p>Modern architectural heritage raises issues connected to its preservation or rehabilitation and require in-depth analysis and appropriate protections. Just recently, the collapse of the Polcevera Bridge in Genoa cast a shadow on the durability itself of established materials and technologies, in particular prestressed concrete. Another aspect deserving special attention in this heritage is seismic provision. The underground Pavilion V is an iconic structure designed by Morandi, conceived in 1958 as an expansion of the exhibition space hosting the industrial vehicle section of the Turin Automobile Show. The pavilion consists of a single wide space, 69 m in width and 151 m in length, and is located 8 m below ground level. The present contribution illustrates the recent experimental investigations conducted on this stunning building, with emphasis on the dynamic characterization tests. The tests were deemed necessary for the interpretation of the structural system in view of a possible reuse as part of the university campus of architecture. The interpretation of the experimental campaign stimulated a broader range discussion on the structural and seismic reliability of this type of scheme, as well as its possible seismic improvement and rehabilitation.</p>
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Verdiani, Giorgio, Ludovica Marinaro, and Denise Reitano. "La batteria Valdilocchi alla Spezia, rilievo digitale e documentazione di un’architettura alla fine di un’epoca." In FORTMED2020 - Defensive Architecture of the Mediterranean. Valencia: Universitat Politàcnica de València, 2020. http://dx.doi.org/10.4995/fortmed2020.2020.11432.
The “Valdilocchi Battery” in La Spezia, digital survey and documentation of an architecture on the edge of an epochAll the fortifications have their time. They respond to specific way of defending and attacking they change in time accordingly to the terrible habits of the weaponry and technology evolution. For a long time, from the age of the great fortifications, to the use of cannons, to the invention of the aerial war, the military built heritage have seen a long transformation made of sudden architectural changes, until the moment when the possibility of bombing and attacking from the sky signed the sunset of the large over ground buildings in favour of mimetic and underground structures. The “Valdilocchi Battery” belong to the last age of the large fortress, capable to resist to ground attack while showing the aspect of an inexpugnable stronghold. Sited on the top of a hill in the eastern part of the La Spezia gulf, this battery had the function of second line defense to control the neighboring valleys. The particular pentagonal plant and the state of excellent preservation, except for a part of collapse on the front of the gorge due to the German bombing, make it an artifact of great value.
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Bortoli, Federico. "Building an Underground in Rome." In World Urban Transit Conference 2010. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6396-8_p237.
Frydrych, D., and M. Hokr. "Introduction of Object Oriented FEM Model Developed for Solving Thermal-Hydraulic Processes." In ASME/JSME 2011 8th Thermal Engineering Joint Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ajtec2011-44318.
Building of a model which could be used for optimization of design of nuclear waste storage, is one of biggest challenges in field of coupled processes modeling. Such a model have to take in consideration several fully-coupled processes. These processes are from field of Thermal, Hydro, Mechanical and Chemical science in short, they are described as THMC processes. Most of all, it is interaction of heat, generated by residual radiation in the waste, reacting with underground water and eventual chemical reaction in these water-solution. And all these actions being still a subject of eventual physical movements in the bedrock. In addition, model must take into consideration that values of a given process can change dramatically importance of this process characteristics for the safety of the storage. None of existing models is reaching the level of model complexity needed to address these issues. In this article is presented an object oriented model ISERIT. Model ISERIT is able to solve multidimensional task THH, where HH is for water, and water being present in 2 phases. The first phase is water vapor and the second phase is water absorbed by clay particles of the container buffer. In theoretical part of the article are defined governing equations. The governing equations are based on the conservation equations of heat and mass. The continuum equations are discretized in space by using the Galerkin finite element formulation. The time discretization is solved by implicit finite difference scheme. The main part of the article describes implementation of model ISERIT. Main structure of the model is defined with functionality of significant classes. The temperature, the water vapor concentration and the water concentration in solid phase are chosen as the three primary variables. The parameters, such as heat conductivity, heat capacity and water vapor diffusion coefficient, could be taken to be constants, or could be allowed to vary with temperature and water vapor concentration, without requiring fundamental modifications to the code. Article also describes how model can be enlarged to incorporate eventually other processes. This thanks to the fact, that model was build as object designed. At the end, article presents verification of the model against the experimental results, laboratory experiment BenchMark 1.3, as well as against full-scale experiment BenchMark 2.1.
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Sun, Jianfei. "Waterproof design for underground engineering of building." In 2018 7th International Conference on Energy and Environmental Protection (ICEEP 2018). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/iceep-18.2018.167.
Звіти організацій з теми "Underground part of building":
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Kouzes, Richard T., James D. Borgardt, Azaree T. Lintereur, and Mark E. Panisko. Assessment of Cosmic Background Attenuation at Building 3425 (Underground Laboratory). Office of Scientific and Technical Information (OSTI), October 2009. http://dx.doi.org/10.2172/967232.
Vetter, Douglas. Building 862 Diesel Fuel Underground Storage Tank Permanent Closure Report. Office of Scientific and Technical Information (OSTI), April 2019. http://dx.doi.org/10.2172/1762313.
Kibbe, Barbara Kibbe. The Capacity Building Challenge -- Part II: A Funder's Response. New York, NY United States: Foundation Center, April 2004. http://dx.doi.org/10.15868/socialsector.6215.
Hubbard, Elizabeth Hubbard, and Paul Light Light. The Capacity Building Challenge -- Part I: A Research Perspective. New York, NY United States: Foundation Center, April 2004. http://dx.doi.org/10.15868/socialsector.6216.
Johnson, Jeff. Corrective Action Decision Document/Closure Report for Corrective Action Unit 406: Area 3 Building 03-74 & Building 03-58 Underground Discharge Points and Corrective Action Unit 429: Area 3 Building 03-55 & Area 9 Building 09-52 Underground Discharge Points, Tonopah Test Range, Nevada, Revision 0. Office of Scientific and Technical Information (OSTI), March 2020. http://dx.doi.org/10.2172/1818286.
DeMuth, S. F. DOE underground storage tank waste remediation chemical processing hazards. Part I: Technology dictionary. Office of Scientific and Technical Information (OSTI), October 1996. http://dx.doi.org/10.2172/444052.
Lynn Kidman. Addendum to the Corrective Action Decision Document/Closure Report for Corrective Action Unit 406: Area 3 Building 03-74 & Building 03-58 Underground Discharge Points and Corrective Action Unit 429: Area 3 Building 03-55 & Area 9 Building 09-52 Underground Discharge Points, Tonopah Test Range, Nevada, Revision 0. Office of Scientific and Technical Information (OSTI), October 2008. http://dx.doi.org/10.2172/945281.
Barker, G., and P. Norton. Building America System Performance Test Practices: Part 1 -- Photovoltaic Systems. Office of Scientific and Technical Information (OSTI), May 2003. http://dx.doi.org/10.2172/15003878.
Birk, Val, Diana Saiki, Jinhee Nam, Paula Sampson, and Amy Harden. Building Networking Skills as Part of a Fashion Internship Course. Ames: Iowa State University, Digital Repository, 2013. http://dx.doi.org/10.31274/itaa_proceedings-180814-869.
Bohrman, D. E., and E. M. Ingram. Revised corrective action plan for underground storage tank 2331-U at the Building 9201-1 Site. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10106594.
