Relevant bibliographies by topics / Plan of building site

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Plan of building site'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Plan of building site"

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Cosh, Stephen R. "Bramdean Roman Villa: a Note on Plans of its Buildings." Hampshire Studies 75, no. 1 (2020): 28–35. http://dx.doi.org/10.24202/hs2020002.

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A plan of Bramdean Roman villa, dating to the 1820s, has given new data on the layout of the buildings and the villa courtyard. John Lickman (1774–1844), a schoolmaster based near Andover, made the plan and associated paintings of the mosaics, copies of which are now held at Stourhead and Lydney Park. This paper discusses the plan, reconciles it with other plans made of the site, and proposes that Bramdean was a typical winged-corridor house within a rectangular courtyard, with an aisled building at right-angles to it at the other end of the courtyard.
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Ni Made Krisna Werdi and I Gusti Agung Putu Eryani. "ALTERNATIF PERENCANAAN JETTY DI MUARA TUKAD PANGI KABUPATEN BADUNG." PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 9, no. 1 (2020): 102–13. http://dx.doi.org/10.22225/pd.9.1.1678.102-113.

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Pererenan Beach experiences annual shoreline changes, with an average change of coastline of 15.07 m and an average erosion rate of 2.15 m / year for 10 years and sediment accumulation along the mouth of the Tukad Pangi estuary. Looking at the current conditions, it is necessary to plan buildings that are able to overcome sediment problems and change the flow that occurs. In this plan, jetty type building was chosen using geobag material, geobags were chosen to save construction costs because they could use sand material on site. The planning results show the height of the jetty building is 2.60 m with the width of the jetty building 1 m. The budget plan for planning the jetty in the Tukad Pangi estuary is Rp. 2,543,918,000 and the duration of the work is 122 days.
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Kim, Hyuck Jong, Changwoo Park, Yong-su Kim, Gyunyoung Heo, Jong Kyung Kim, and Chang-ho Shin. "A Study on the Site Plot Plan and Building Schematics of a Fusion DEMO Plant." Fusion Science and Technology 64, no. 3 (2013): 473–82. http://dx.doi.org/10.13182/fst13-a19138.

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Haryanto, Iman, Hotma P. Sulistyadi, Syaukat Ali, Wiryanta Wiryanta, Edi Kurniadi, and Agus Kurniawan. "Penyiapan Pondasi dan Lantai Bangunan Utama Pengolahan Sampah di Dukuh Ngipikrejo II, Desa Banjararum, Kabupaten Kulonprogo." Jurnal Pengabdian dan Pengembangan Masyarakat 1, no. 2 (2019): 115. http://dx.doi.org/10.22146/jp2m.43465.

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Banjararum village does not have solid waste processing facility (“tempat pengolahan sampah” atau TPS) yet. The community service activity program aims to design TPS area site plan, TPS building (especially foundation and floor), and carry out the construction work. The building is located at village property site and includes area of 1000 m2. The work activities include location survey, surveying, site plan preparation, review and finalizing of site plan by team and village government partner, land clearing, bouwplank fixing, cut work, foundation construction, soil filling for floor levelling, construction of other building elements (column, wall, roof), tile fixing, and reporting. Technical data are consisted: floor area by dimension of 11´6 m, three maturity pools by dimension 3.5´4 m per pool, continuous river stone foundation (by dimension of height, base width, and top width of 0,6´0,6´0,3 m) and a layer beneath foundation made by river sands and stones. Village government partner assists team work through labor and material procurement and carry out daily supervising.
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Lucarelli, M., E. Laurini, M. Rotilio, and P. De Berardinis. "BEP & MAPPING PROCESS FOR THE RESTORATION BUILDING SITE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-2/W11 (May 4, 2019): 747–52. http://dx.doi.org/10.5194/isprs-archives-xlii-2-w11-747-2019.

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<p><strong>Abstract.</strong> The BEP, acronym for BIM Execution Plan, consists of the information management plan created by the design team to illustrate how to meet the requirements defined in the Employer's Information Requirement (EIR).</p><p>The big amount of data will have to be organized a priori both for the professionals who will use that piece of information and for the stakeholders who will have to receive only the right information and use specific worksets. Just at this stage, the heart of the BIM method, there are different advantages compared to the traditional process, in which these informational steps were omitted, causing errors, delays and therefore an increase in active and passive costs. This paper explores the methodology applied to the mapping process of the management of a recovery site. For a better understanding of the result achieved, the stages of the process have been explained, from the acquisition of data, through the scan to BIM process up to the construction phases. In addition, the phases (Identify BIM goal and uses, Design BIM Project Execution Process, Develop information exchange) and the steps (Investigation, Identification and Strategy) necessary to achieve the objective have been analyzed. This is the Lean construction and Integrated Project Delivery (IPD), methodologies and systems that allow the improvement of the building process thanks to data sharing and communication between stakeholders before work begins so as to eliminate any possible delay.</p>
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Çelik, Bahattin. "A small-scale cult centre in Southeast Turkey: Harbetsuvan Tepesi." Documenta Praehistorica 43 (December 30, 2016): 421–28. http://dx.doi.org/10.4312/dp.43.21.

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The present paper aims to assess the finds from Harbetsuvan Tepesi, which we consider a small-scale satellite settlement located some 7km southwest of Karahan Tepe. The paper also endeavours to show analogous characteristics of Harbetsuvan Tepesi by comparing the site with PPN settlements in adjacent regions. The remains of a round-plan building, a recent discovery observed on the surface in Harbetsuvan Tepesi, which features T-shaped pillars, is particularly notable. The remains of this building, which has characteristics analogous to ‘Enclosure F’ at Göbekli Tepe, is extremely important, as it demonstrates that round-plan buildings were still in use during the early PPNB period.
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Stevenson, Elizabeth A., and Kevin L. Grueber. "A Student-driven Landscape Design for a New Academic Building." HortScience 35, no. 4 (2000): 550D—550c. http://dx.doi.org/10.21273/hortsci.35.4.550d.

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Berry College offers a unique environment for learning with 28,000 acres of forests, meadows, lakes, and streams. This distinctly beautiful setting has encouraged environmental awareness among students and faculty on campus. The construction of an academic building to house the School of Math and Natural Sciences in a previously undisturbed, wooded site prompted students and faculty to become interested in the preservation of the site's natural characteristics. Students in the horticulture program worked closely with the Director of Horticulture and the Academic Dean to develop a plan to create a landscape that was both educationally and environmentally sound. The plan consisted of a detailed landscape design as well as the identification of the steps necessary to implement the design. The design incorporated ornamental plants and geological features native to the southeastern region of the United States with the plant species that existed on the site. The design contains such features as a wildflower meadow, an aquatic garden, rock gardens, and various native trees, shrubs, and groundcovers. Plant materials were properly labeled and brochures are made available to guests, students, and faculty interested in learning more about indigenous geological features and plant materials while touring the building and its landscape. The success of this project is due to the cooperation and participation of faculty, staff, and students and represents a unique learning opportunity.
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Cui, Yan, and Yingyu Tai. "Application of BIM technology in the construction of ChangKe 6# building." E3S Web of Conferences 165 (2020): 04028. http://dx.doi.org/10.1051/e3sconf/202016504028.

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The construction industry complies with the development needs of the times, constantly explores new ways of transformation and upgrading, and the emergence of BIM Technology leads a new route for the future development of the construction industry. BIM Technology is widely used in the construction process of the 6# building Changke, which effectively improves the management efficiency in the whole construction process. In this project, first of all, the relevant practical software is used to prepare the project budget document, the schedule plan , the material procurement plan are prepared in combination with the quantities, the situation awareness effect of the construction site is presented in combination with BIM site management and other software, and the all-weather information management of the whole site and all areas is realized.
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DERAZGISOU, SeyedAli, Romualdas BAUSYS, and Rima FAYAZ. "COMPUTATIONAL OPTIMIZATION OF HOUSING COMPLEXES FORMS TO ENHANCE ENERGY EFFICIENCY." Journal of Civil Engineering and Management 24, no. 3 (2018): 193–205. http://dx.doi.org/10.3846/jcem.2018.1678.

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This study aimed to consider the field of energy saving in architectural design utilizing computer analysis and calculation. In this analysis, architecture design with an approach to optimizing energy consumption in the design of individual units, complex plan sites, and apartment sets using a computer was studied. Parameters affecting this research include the geometry of units, the arrangement and location relationship of buildings, and the form and height of apartment units. Different plans were produced by utilizing the initial plan of the designer and changing some aspects of it approved by the architectural design using the parametric modeling technique. Utilizing similar logic and a shift in the arrangement of buildings on the site, a variety of options were produced. By selecting existing and pre-designed plans, the optimal form was produced by computer. After computer-simulating each option, the energy analysis process was started for each building design. In the optimization process for each of the three designs, a genetic algorithm was used to achieve the optimal solution. After accomplishing the various stages of optimization, the final option compared with the initial design had reductions in energy consumption of 21% in plan design, 2% in site plan design, and 26% in apartment units form design. It should be noted that the processes of simulation and optimization were performed in the context of a continuous algorithm and by utilizing parametric tools that reduced the duration of this process.
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Samuel, Mark. "The Fifteenth-Century Garner at Leadenhall, London." Antiquaries Journal 69, no. 1 (1989): 119–53. http://dx.doi.org/10.1017/s0003581500043444.

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Excavation and observations from 1984–6 on the Leadenhall Court site in the City of London revealed elements of the fifteenth-century market building known as ‘The Leadenhall’. The truncated foundations were located in various areas of the site; 177 medieval moulded stones were found reused in later cellar walls; and a fragment of the west wall survived to its full height of 11.17m encased between Victorian buildings. The recording and subsequent study of these features, together with a reassessment of such plans and drawings of the building as have survived, established the ground plan of the quadrangle and chapel, and made possible a complete reconstruction of the north range of this important civic building. The methodology used in the reconstructions is described with particular emphasis upon the analysis of the moulded stones. In conclusion, both the design of the structure and the documentary sources are studied to show how it may have been intended to function.The arcaded ground floor functioned as part of a common market, while the upper floors were intended to be a granary. For convenience, however, this dual-purpose building is referred to as the ‘garner’ throughout the text.
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Dissertations / Theses on the topic "Plan of building site"

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Alameri, Muhamed, and Mahmoud Zaaroura. "Visualisering av APD-Plan med hjälp av 3D och BIM : En studie om utveckling av APD-visualisering i byggbranschen." Thesis, Malmö universitet, Fakulteten för teknik och samhälle (TS), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-40913.

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Trots den nytta som BIM har på ett projekt så finns det fortfarande företag som väljer att skapa sina APD-planer på det traditionella arbetssättet. Det traditionella arbetssättet innebär att APD-planen upprättas på den gamla metoden som vanligtvis görs med 2D. Anledningen bakom att det fortfarande finns företag som upprättar APD-planer på den traditionella arbetsmetoden är att de inte finns någon tillräcklig vilja eller kunskap att ändra arbetsmetod trots att metoden anses vara osäker och tidskrävande. Det har istället förekommit en ny arbetsmetod för att frambringa planer och ritningar som ska ersätta den traditionella arbetsmetoden. Denna arbetsmetod skapar modeller i 3D där de ingående byggkomponenterna även innehåller information. Denna arbetsmetod kallas för BIM som står för byggnadsinformationsmodellering. Modellen som upprättas med BIM och som innehåller information om de tillgängliga byggkomponenterna kallas för BIM-modell. BIM som arbetsmetod kan i sin tur användas för att skapa APD-planer med hjälp av stödjande verktyg som tex SketchUp och Revit vilket medför många fördelar.  Denna studie syftar därför till att undersöka hur APD-plan visualiseras i dagens läge samt upplysa vilka faktorer som samtliga byggföretag ska beakta vid val av verktyg för visualisering av byggarbetsplatsen. Fördelar, nackdelar samt hinder kommer att lyftas fram i denna studie med hänsyn till 3D och BIM i syfte att undersöka vilken dimension det är som lämpar sig bäst för visualisering av APD-planen samt vilken dimension APD-planen visualiseras med i dagsläget. Ytterligare ett syfte är att undersöka var i byggprocessen som APD-Planen bör integreras. Fokus kommer ligga på att påvisa fördelarna med att utöka användandet av 3D respektive BIM-relaterade APD-visualiserings verktyg. Det som tas upp i frågeställningarna är vilka de olika fördelar respektive nackdelar samt hinder som finns med att tillämpa 3D och BIM vid visualisering av APD-plan. Dessutom görs två olika visualiseringar med 3D och BIM verktyg för att visa hur APD-planen visualiseras.       Den mest användbara dimensionen vid visualisering av APD-planen är 2D där APD-planen upprättas med Bluebeam. Det finns vissa företag som har övergått till 3D vid visualisering men som kombinerar med 2D ritningar eller skisser. Att visualisera med BIM har inte varit aktuellt för de samtliga intervjuade företagen. Däremot används de färdigprojekterade BIM modellerna som en del av 3D visualiseringen i syfte att skapa en så verklighetsanpassad visualisering som möjligt. Fördelarna med att visualisera en APD-plan med 3D och BIM-verktyg är att det ger en förverkligad bild på hur byggarbetsplatsen kommer att se ut och att risker, möjligheter och problem som inte skulle kunna upptäckas med 2D-modellen blir upptäckbara. Nackdelen däremot med att visualisera en APD-plan med 3D eller BIM-verktyg är att filerna kan bli alltför tunga vilket leder i sin tur till verktyget blir svår hanterligt samt upplevs som hackigt. Det som dock hindrar många ifrån att implementera 3D och BIM-relaterade verktyg är den mänskliga faktorn som sätter stop för utvecklingen, där människans bekvämligheter och arbetsrutiner är avgörande för implementeringen av verktygen. De absolut viktigaste faktorer som ett företag bör beakta vid val av verktyg vid visualisering av APD-plan är Lönsamhet, användarupplevelse, kompatibilitet och support.<br>Despite the benefits that BIM has on a project, there are still companies that choose to create their APD plans in the traditional way. The reason why there are still companies that draw up APD plans on the traditional working method is that they do not have sufficient will or knowledge to change working method despite the method being considered uncertain and time consuming. Instead, there has been a new working method for producing plans and drawings that will replace the traditional working method. This working method creates models in 3D where the constituent building components also contain information. This working method is known as BIM as a wound for building information modeling. The model that is established with BIM and which contains information about the available building components is called the BIM model. BIM as a working method can in turn be used to create APD plans with the help of supporting tools such as SketchUp and Revit, which brings many benefits. This study therefore aims to investigate how APD plans are visualized in the current situation and to inform which factors all construction companies must take into account when choosing tools for visualization of the construction site. Advantages, disadvantages and obstacles will be highlighted in this study with regard to 3D and BIM in order to investigate which dimension is best suited for visualization of the APD plan and which dimension the APD plan is visualized with at present. Another purpose is to investigate where in the construction process the APD Plan should be integrated. The focus will be on demonstrating the benefits of expanding the use of 3D and BIM-related APD visualization tools, respectively. What is addressed in the issues is what are the different advantages and disadvantages as well as obstacles that exist with applying 3D and BIM when visualizing APD plans. In addition, two different visualizations are made with 3D and BIM tools to show how the APD plan is visualized. The most useful dimension in visualizing the APD plan is 2D where the APD plan is created with Bluebeam. There are some companies that have switched to 3D in visualization but which are combined with 2D drawings or sketches. Visualization with BIM has not been relevant for all the companies interviewed. On the other hand, the pre-designed BIM models are used as part of the 3D visualization in order to create as realistic a visualization as possible. The advantages of visualizing an APD plan with 3D and BIM tools are that it provides a realistic picture of what the construction site will look like and that risks, opportunities and problems that could not be detected with the 2D model become detectable. The disadvantage, however, of visualizing an APD plan with 3D or BIM tools is that the files can become too heavy, which in turn leads to the tool becoming difficult to handle and perceived as choppy. However, what prevents many from implementing 3D and BIM-related tools is the human factor that puts a stop to development, where human conveniences and work routines are crucial for the implementation of the tools. The most important factors that a company should consider when choosing tools when visualizing APD plans are Profitability, user experience, compatibility and support.
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Kašpar, Radek. "Stavebně technologický projekt oční kliniky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265452.

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Diploma thesis with construction technological project Eye Clinic. Contents of construction technological project are project engineering report, study of realization of main technological stages, engineering report of site equipment, technological regulation scaffolding and technological regulation insulation, inspection and test plan
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Patrný, Jan. "Stavebně technologický projekt výrobní haly v Litomyšli." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240170.

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This thesis consists of a technological project of the production hall realization in Litomyšl. The main part of the project is a building schedule and a financial plan of the construction itself. Moreover thesis consists of a building site equipment design, construction machinery needed for building and a workplace safety plan. The process of selected realization parts are described in the technological manual and the quality control and inspection plan.
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Jedlička, Jan. "Příprava a řízení zakázky ve stavebním podniku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391986.

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This diploma thesis aims to describe preparation and management of a contract in a building company using the tools of project control. The thesis contains a theoretical and a practical part, where the problem is first explained theoretically and then practically on the chosen contract. This contact is a block of flats in Stepanov, which was realized in the years 2017 and 2018 by the building company Moravostav Brno, a. s.
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Zeman, Roman. "Stavebně technologický projekt výrobní haly v Polničce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265361.

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The diploma thesis deals with the issue of the building technology project of the structural work of industrial building belonging to CECHO company in Polnička. The industrial building consists of two building objects, shop floor and office building. The main aim of the thesis is to focus on the time and financial management of the construction, schedule, site equipment management including time schedule of establishment and removal of temporary site equipment objects and their rental costs, transport routes planning, proposal of main building equipment, oversized transport and technological regulations including inspection and test plans of quality. Last but not least, the thesis is also aimed at the itemized budget.
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Kralovič, Antonín. "Bytový dům ve Stromovce - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391930.

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The aim of the diploma thesis is to describe the building-technological project for the construction of a residential building in Hradec Králové. The apartment building is five-storey and has 33 residential units. The work is systematically divided into smaller logical units. First, the project is described in a technical report, followed by studies of the realization of the main building. After the description of the project, an indicative time and financial plan is prepared, which is refined by the schedule and budget itemization of the main building. An integral part of the design is mechanical engineering, staff balance and site construction equipment. To ensure the maximum quality of the work carried out, the technical regulations contain the control and test plans. In order to determine the supply possibilities of the construction it was necessary to carry out an assessment of the wider transport relations around the building.
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Bajerová, Marie. "Stavebně technologický projekt hotelu Chopin v Bratislavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371866.

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This final thesis is focused on technological project Hotel Chopin in Bratislava. The technological project deals with the planning of the entire construction and focuses on the design of the site equipment, time plan of the building development and the detailed time plan of the building structure. Further focuses on the construction cast-in-place reinforced concrete structures. It prepares the technological prescription for cast-in place reinforced structures, inspection and test plan and the plan of safety risks and measures. Part of the project is also the construction budget and the mechanical assembly plan.
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Veselý, Martin. "Příprava realizace výrobního a administrativního objektu v Moravanech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392183.

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The diploma thesis deals with the elaboration of a building-technological project for the construction of a hall in Moravany u Brna. The work includes comprehensive studies of implementation including timetable, financial plans and technological regulations. It also deals with the design of the main building mechanisms, building equipment, control and test plan. There are also three drawings of the construction site equipment for the implementation stages.
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Cahlík, Jakub. "Polyfunkční dům v Šumperku. Stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227731.

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The subject of the thesis is the construction and technological preparation of construction multifunctional building in Šumperk. The work includes a study of the implementation of all major phases of construction technology, building equipment, time and financial plan, design of the main building mechanisms, the timetable for the main building, technical regulations, inspection and test quality plan, schedule of occupational health and safety risks with the plan and selected structural details.
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Marková, Veronika. "Vzdělávací a poradenské centrum Otevřená zahrada NNO v Brně - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372203.

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The subject of the diploma thesis is solving of the construction project of the administrative building "Educational and consulting center Open Garden of NGO in Brno" The building is designed as three-storey reinforced concrete skeleton with a flat vegetation roof and a light cladding. The diploma thesis includes technological prescriptions for the assembly of the light cladding and for window installation, inspection and quality plans, design of machine assembly, site equipment project, item budget, etc.
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Books on the topic "Plan of building site"

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Hawk, Barbara S. A review of the Calvert County site plan process. Institute for Governmental Service, University of Maryland, 1997.

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Townsend, Jane. Master plan for Washington's Headquarters State Historic Site. New York State Parks, Recreation, and Historic Preservation, Bureau of Historic Sites, 1985.

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Sites, United States National Park Service Manhattan. Saint Paul's Church National Historic Site, Manhattan Site, New York: Site specific draft general management plan, environmental impact statement. U.S. Dept. of the Interior, National Park Service, 1996.

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Parks Canada. Ryan Premises National Historic Site of Canada: Management plan. Parks Canada, 2007.

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Parks Canada. Chambly Canal National Historic Site of Canada: Management plan. Western Quebec Field Unit, 2007.

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Inc, ebrary, ed. Joomla! 1.5 site blueprints: Tailor-made plans for easily building powerful exciting Joomla! sites. Packt Open Source, 2010.

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Parks Canada. Hawthorne Cottage National Historic Site of Canada: Management plan. Parks Canada, 2007.

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Parks Canada. Sir Wilfrid Laurier National Historic Site of Canada: Management plan. Western Québec Field Unit, 2007.

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Parks Canada. Louis-Joseph Papineau National Historic Site of Canada: Management plan. Parks Canada, 2007.

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Parks Canada. Coteau-du-Lac National Historic Site of Canada: Management plan. Western Quebec Field Unit, 2007.

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Book chapters on the topic "Plan of building site"

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Tian, Runjia. "Suggestive Site Planning with Conditional GAN and Urban GIS Data." In Proceedings of the 2020 DigitalFUTURES. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4400-6_10.

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AbstractIn architecture, landscape architecture, and urban design, site planning refers to the organizational process of site layout. A fundamental step for site planning is the design of building layout across the site. This process is hard to automate due to its multi-modal nature: it takes multiple constraints such as street block shape, orientation, program, density, and plantation. The paper proposes a prototypical and extensive framework to generate building footprints as masterplan references for architects, landscape architects, and urban designers by learning from the existing built environment with Artificial Neural Networks. Pix2PixHD Conditional Generative Adversarial Neural Network is used to learn the mapping from a site boundary geometry represented with a pixelized image to that of an image containing building footprint color-coded to various programs. A dataset containing necessary information is collected from open source GIS (Geographic Information System) portals from the city of Boston, wrangled with geospatial analysis libraries in python, trained with the TensorFlow framework. The result is visualized in Rhinoceros and Grasshopper, for generating site plans interactively.
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Bhattacharya, Satadru, and Sujit Kumar Dalui. "Effect of Side Ratio on V Plan Shaped High-Rise Building Under Wind Excitation." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_75.

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Haine, Charles. "Building Your Plan." In Business and Entrepreneurship for Filmmakers. Routledge, 2019. http://dx.doi.org/10.4324/9780429029714-4.

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Reichardt, Jürgen. "Master Building Plan." In Handbook Factory Planning and Design. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46391-8_12.

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Coulon, Carl-Helmut, Wolfgang Gräther, Barbara Schmidt-Belz, et al. "Virtual Building Site." In Artificial Intelligence in Design ’96. Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-009-0279-4_25.

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Bertram, Adam. "Plan Before You Code." In Building Better PowerShell Code. Apress, 2020. http://dx.doi.org/10.1007/978-1-4842-6388-4_4.

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Gard'ner, James Maitland. "Preparing the Conservation Plan." In Understanding Historic Building Conservation. Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470691823.ch14.

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Chudley, Roy, Roger Greeno, and Karl Kovac. "Site Investigation." In Chudley and Greeno’s Building Construction Handbook. Routledge, 2020. http://dx.doi.org/10.1201/9780429027130-2.

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Chudley, Roy, Roger Greeno, and Karl Kovac. "Site Works." In Chudley and Greeno’s Building Construction Handbook. Routledge, 2020. http://dx.doi.org/10.1201/9780429027130-3.

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Buell, D. Matthew, and John C. McEnroe. "Community Building/Building Community at Gournia." In Minoan Architecture and Urbanism. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198793625.003.0016.

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For more than a century Gournia has been one of the key sites for understanding Minoan urbanism. Excavations by Harriet Boyd Hawes (1901–4), Jeffrey Soles and Costis Davaras (1971, 1972, and 1979), an intensive archaeology survey by Costis Davaras and L. Vance Watrous (1992–4), cleaning operations by Watrous near the shore (2008 and 2009), and the current Gournia Excavation Project (hereafter GEP) also directed by Watrous (2010–present) have resulted in one of the most extensively explored Bronze Age towns in the Eastern Mediterranean (Hall 1912; Boyd Hawes et al. 1908; Watrous et al. 2012; Watrous et al. 2015). By the end of the Neopalatial period the excavated section of the town covered some 1.68 ha, consisting of a number of interdependent components, including approximately sixty-four houses, a small palace, harbour facilities, a 500 m2 plateia, and a cobblestone street system with a total length of more than half a kilometre (Gomrée 2013: 850). When we began our work with the GEP we assumed that we would simply add the new excavations to the existing plan by Boyd. However, we quickly discovered it was not possible to make the old plan fit with our new survey points. Moreover as we looked more closely at the old plan we discovered a number of other problems. We noticed that walls, rooms, and even entire buildings had been omitted. In addition, the straight lines of the earlier plan had the effect of regularizing the architecture and masked the chronological complexity of the site. We decided, therefore, to make a new GIS-based plan of the entire site. When combined with excavation data, our new architectural analysis provides a rich dataset, which is useful for both interisland and cross-cultural comparisons of urban development and change. This dataset also provides us with the opportunity to examine how the various components of the town interacted from the time of its foundation in the Early Minoan period through to its final use in the Late Minoan III period.
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Conference papers on the topic "Plan of building site"

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Gendrin*, A., G. Sosio, U. Miersemann, et al. "Building a monitoring plan for a CO2injection site." In SEG Technical Program Expanded Abstracts 2014. Society of Exploration Geophysicists, 2014. http://dx.doi.org/10.1190/segam2014-0127.1.

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Kontrimovičius, Robertas, Leonas Ustinovičius, and Mantas Vaišnoras. "Calculating and estimating construction site plan preparation works and temporary objects, using virtual reality technology." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.202.

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Aim of the article: to create a prototype of an information system of an optimized site plan using virtual reality technology (VRT). The article consists of two parts. The first part: the review of the literary sources used; a comparative analysis of the existing models of the construction site plans. Second part: the description of the prototype development of the information system (the algorithm) using building information modeling (BIM), and VRT.
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Défossez, Arièle, Eric Dupont, Laurence Grammosenis, Hervé Cordier, and Tiphaine Le Morvan. "Protection of Nuclear Power Plants Against Severe Winds: Impact of the Local Building Configuration on the Wind Speed to Consider." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16136.

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Abstract Over the years, power plants have been hit by numerous severe weather events (storm, flood, heat wave...). EDF (Electricity of France) and ASN (Nuclear Safety Authority) want to assess the future impact of severe weather events on the power plants. Furthermore, recent research on storms estimates more accurate wind speed return values than before. For this reason, the severe wind value is an important parameter to quantify on a NPP (Nuclear Power Plant) site, in order to verify if the protection measures are sufficient or, if necessary, to design adequate protection. To cope with those objectives, wind flow behavior around a PWR (Pressurized Water Reactor) nuclear power plant is studied. The goal of this work is to check that there is no exceeding local wind speed relative to the wind entering the site. The severe winds are characterized locally near the buildings in terms of location and amplitude. Different kind of topology for the nuclear power plant sites are studied in the project: near a cliff, in a plain or in a basin. In our study, the CFD (Computational Fluid Dynamics) open source tool Code_Saturne developed at EDF-R&amp;D is used to simulate the wind over a French PWR site located in nearly flat terrain in a plain. The 3D mesh includes buildings of the site. Several wind directions corresponding to the prevailing winds are studied. Two wind speeds corresponding to wind speed return values are studied (eg: the inlet wind speed is 25 m/s at 10 meter high for a return period of 50 years). Furthermore, several locations selected near buildings are studied carefully. Swirling flows have been viewed between buildings. Analysis of the results shows that the wind speed near the buildings does not exceed the wind speed at the entrance of the domain for the three directions studied except near the cooling towers and above buildings. However, this result should not be generalized to other PWR sites due to the specificities of each site such as relief, buildings position, buildings size, roughness, wind rose... This methodology could be applied at other nuclear power plant sites.
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Wolff, David E., William Bailey, and Tom Skoczylas. "Hydrogen Generation Can Reduce New Plant Design and Building Costs." In ASME 2013 Power Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/power2013-98018.

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Large electric power plant generators typically use gaseous hydrogen to remove heat from the generator windings and deliver the heat to the cooling water. Hydrogen is used in a closed cycle, and only a modest amount of makeup hydrogen is used daily to make up for hydrogen losses — typically about 300 to 700 scf/d. The range of hydrogen usage depends on several factors. In addition to hydrogen used for makeup, all power plants using hydrogen-cooled generators must plan for hydrogen supply to re-gas a generator after the generator has been degassed. Typical generator re-gas quantities are in the range of 15× the daily makeup amount, and must be available in a short period of time. Thus a generator which might require 300 to 700 scf of hydrogen over 24 hours for daily makeup may require 4500 to 10,500 scf of hydrogen in just a few hours for re-gas. The re-gas hydrogen is added back to the generator as quickly as the re-gas process allows — typically over 3–5 hours — so that an out-of-service generator can be brought online and producing revenue again. Hydrogen for power plant generator cooling can be supplied either through hydrogen delivered to the plant from a remote source in gaseous or liquid form, or can be made at the plant using an on-site hydrogen generator. Makeup hydrogen and re-gas hydrogen do not necessarily require the same source of hydrogen — because the requirements of re-gas hydrogen are very different from the requirements of makeup hydrogen, it may be more efficient to use two different approaches. On-site hydrogen generation for power plant hydrogen supply is widespread in the developing world, and is beginning to displace delivered hydrogen as the preferred approach in the U.S., Canada and Europe. Outside U.S., Canada and Europe, there may be no delivery infrastructure for hydrogen manufacture and delivery to the plant — a hydrogen-cooled power plant may need to take care of its own hydrogen needs to ensure that the plant can be operated. In the U.S., Canada and Europe hydrogen deliveries are available, but on-site generated hydrogen is gaining acceptance because it reduces costs and operational complexity, and improves safety. This paper will review several cases where on-site hydrogen generation has been used to reduce the cost of design, construction and operation of newly built power plants, both in the U.S., Canada and Europe and in areas where hydrogen is far less available.
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Virsˇek, Sandi, Janja Sˇpiler, and Miran Veselicˇ. "Establishing a Site for a Slovenian LILW Repository." In ASME 2009 12th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2009. http://dx.doi.org/10.1115/icem2009-16151.

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In this paper we will describe the practice and siting process for a LILW repository in Slovenia. Slovenia is a small country, and, consequently, its nuclear programme is small. It does include almost everything that large programmes have, but we still do not have a repository. In 2004, the Slovenian Radwaste management agency (ARAO) initiated a new procedure to find a proper location for a LILW repository. ARAO asked all Slovenian communities to participate. All communities have the option to withdraw from the process until they have approved the site. We received eight responses, and we prepared methodologies with different parameters to evaluate all potential sites. All sites were assessed by Slovenian experts, and determinations were based on using prepared methodologies. On the basis of their expert opinions, we prepared a prefeasibility study and chose the three most suitable sites. With these three we continued the process. After that time, one of the communities withdrew from the procedure, and another one reversed its proposed site and proposed a new one. For the third site we continued with the programme, and we prepared a feasibility study with a Strategic Environmental Impact Assessment and preliminary safety calculations for the comparison of different concepts of disposal units. If everything goes according to the plan for this site and the concept, we expect site approval in the first half of 2009. After that, we will start preparing everything necessary for building permission.
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Fallahi, Zahra, and Amanda D. Smith. "A Comparison of Commercial Building Retrofits Using EnergyPlus for Energy and Emissions Savings." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-67615.

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For existing commercial buildings, structural retrofits and energy efficiency actions play an important role in providing potential energy and cost saving options to the building owner or operator. Depending on the type of modification made to the building or its operations, the environmental impacts associated with the building may also be reduced. The aim of this research is to compare three simple energy efficiency changes for a modeled commercial office building and quantify their relative impacts in terms of greenhouse gas emissions. Both direct emissions from on-site combustion and indirect emissions through electricity purchases are compared. Hourly emission factors for electricity purchases are used for calculations of CO2 emissions. These emissions factors are unique to the electrical grid in the region where electricity is purchased, and they vary both diurnally and seasonally. In this paper, the selected energy-saving retrofits and energy efficiency actions are: adjusting lighting intensity, adding insulation, and changing the allowable range of temperatures in the buildings HVAC control scheme. Large and small office building prototype models are simulated using the U.S. Department of Energy’s open source building energy modeling software, EnergyPlus. Finally, the relative environmental impacts based on the type of energy modification and the size of the office building is presented in terms of CO2 emissions.
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Ding, Wowo, Yusheng Gu, and Lian Tang. "Identify Urban Spatial Patterns Based on the Plot Shapes and Building Setting in Downtown of Nanjing." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.5924.

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Yusheng Gu, Lian Tang, Wowo DingSchool of Architecture &amp;amp; Urban Planning, Nanjing University, No.22 Hankou Rd, Jiangsu 210093, P.R.ChinaE-mail: guyushengnju@163.com, tanglian@nju.edu.cn, dww@nju.edu.cnTel: +86 13951786797; +86 25 8359 7205Key words: Spatial Configuration, Building Pattern, Plot Pattern, Plot Boundary Line The geometric characteristics of modern cities have been difficult to describe that is important for urban design, which deserve to be further interpreted. Taking advantage of Conzen’s methodology, the building is tightly related with its plot, which means the certain building pattern can be described by examining the generation of the building arrangement within the plot. Simultaneously, the building pattern is highly affected by the plot pattern it is located. In view of these, plot patterns together with land property and site coding could be taken as the clue for understanding both building patterns and urban spatial configuration. 35 commercial blocks in Nanjing downtown areas are chosen as research samples. Firstly, the internal structure of the blocks will be studied by analyzing the patterns, functions and land utilities of its plots. Focusing on the site coding and regulation, the building arrangement could be clarified and mapped. The results will identify the urban spatial patterns in downtown of Nanjing by mapping the characteristics of plot size, shape, properties and boundary lines. Therefore, the method on describing urban spatial configuration in modern cities could be developed. References(70 words) Conzen, M.R.G.(1960) “Alnwick, Northumberland: A Study in Town Plan Analysis" , Institute of British Geographers. Conzen, Michael P. (2004) Thinking about urban form : papers on urban morphology, Peter Lang Publishing. Dongxue Wang(2016) The relationship between the space of block and the plot boundary-based on a general survey in Nanjing, Master's thesis of Nanjing University. Jingjing Jiang(2015)Commercial plots and building patterns analysis-based on a general survey in Nanjing, Master's thesis of Nanjing University.
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Furukawa, Keita, and Keita Furukawa. "MODEL SITES EXERCISES FOR ICM IMPLEMENTATION IN JAPAN." In Managing risks to coastal regions and communities in a changing world. Academus Publishing, 2017. http://dx.doi.org/10.21610/conferencearticle_58b431529a956.

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The basic act on ocean policy has been enacted since 2007 in Japan, and the basic plan on ocean policy has been endorsed by cabinet originally in 2008, and revised in 2013. The Integrated Coastal Management (ICM) is stated as one of basic measures in the basic act and one of measures the government should take comprehensively in the basic plan. Within the revised basic plan, a clear message of government to “offer assistance to regions” that strive to formulate their own plans (for comprehensively manage land areas and marine zones together) has been discrived. Nevertheless, specific measures by government are not yet implemented in sufficient level. The Ocean Policy Research Institute have set up 5 model sites with collaborative local governments. Since 6 years exercises, ICM implementation processes has been grouped in 5 phases namely, 1) situation understanding, 2) consensus building, 3) ICM planning, 4) adaptive implementation and 5) post assessment process. Variation of phases and necessary assistances will be discrived based on case studies. One of typical example is a collaborative capacity building course with OPRI and Ministry of Land, Infrastructure, Transport and Tourisms (MLIT). It can be an activating event for ICM implementation, and enforcement of local-national network.
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Furukawa, Keita, and Keita Furukawa. "MODEL SITES EXERCISES FOR ICM IMPLEMENTATION IN JAPAN." In Managing risks to coastal regions and communities in a changing world. Academus Publishing, 2017. http://dx.doi.org/10.31519/conferencearticle_5b1b9410f28ed2.51624025.

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The basic act on ocean policy has been enacted since 2007 in Japan, and the basic plan on ocean policy has been endorsed by cabinet originally in 2008, and revised in 2013. The Integrated Coastal Management (ICM) is stated as one of basic measures in the basic act and one of measures the government should take comprehensively in the basic plan. Within the revised basic plan, a clear message of government to “offer assistance to regions” that strive to formulate their own plans (for comprehensively manage land areas and marine zones together) has been discrived. Nevertheless, specific measures by government are not yet implemented in sufficient level. The Ocean Policy Research Institute have set up 5 model sites with collaborative local governments. Since 6 years exercises, ICM implementation processes has been grouped in 5 phases namely, 1) situation understanding, 2) consensus building, 3) ICM planning, 4) adaptive implementation and 5) post assessment process. Variation of phases and necessary assistances will be discrived based on case studies. One of typical example is a collaborative capacity building course with OPRI and Ministry of Land, Infrastructure, Transport and Tourisms (MLIT). It can be an activating event for ICM implementation, and enforcement of local-national network.
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Kavaliauskas, Donatas, and Leonidas Sakalauskas. "Conceptual model of productivity bot for smart construction planning." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.003.

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One of the most important tasks in modern construction is to build a building according to the desired time schedule. This requires a timetable for the construction stages processes. The schedule is also easy to adapt and to plan the renovation of a building or maintenance works. Without a good schedule site manager cannot effectively handle construction area processes. The solution to this problem is the proposed productivity bot concept based on metaheuristic algorithms. Metaheuristic algorithms allow to improve the construction planning process schedules compared with conventional planning methods and equipment. The results of testing with construction planning data has shown that the metaheuristic algorithm achieved the main improvements during the first planning optimization stages. The proposed concept is expected to present results that are close to the optimal timetable and surpass classical methods for scheduling. Productivity bots act as a software engine complementing with the organization of construction or automation functionality. Productivity bot is designed to manage building processes. It is intended for automated planning of construction stages schedules according to construction technologies.
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Reports on the topic "Plan of building site"

1

Wagenblast, G. R. ,. Westinghouse Hanford. Hanford site post NPH building inspection plan. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/663117.

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Author, Not Given. Monitoring plan for characterization of the Building 3028 leak site. Office of Scientific and Technical Information (OSTI), 1986. http://dx.doi.org/10.2172/7198336.

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Ladd, Aaron, William Micheel, Steve Prideaux, and Adam Ralston. Building Blocks : Redevelopment Concept Plan for Downtown Davenport Industrial Site. University of Iowa, 2008. http://dx.doi.org/10.17077/uf78-4aak.

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Author, Not Given. Monitoring plan for characterization of the Building 3019 leak site. Office of Scientific and Technical Information (OSTI), 1986. http://dx.doi.org/10.2172/6501524.

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Bergeron, B. Site 200 - Building 225 Construction ProjectSTEEL PIPE ABANDONMENT WORK PLAN (October 2020). Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1673192.

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Richman, Eric E. Standard Measurement and Verification Plan for Lighting Retrofit Projects for Buildings and Building Sites. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1055413.

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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), 1993. http://dx.doi.org/10.2172/10106594.

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ITLV. Corrective Action Investigation plan for Corrective Action Unit 263: Area 25 Building 4839 Leachfield, Nevada Test Site, Nevada, March 1999. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/9054.

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J. L. Smith. Streamlined Approach for Environmental Restoration Plan for Corrective Action Unit 113: Reactor Maintenance, Assembly, and Disassembly Building Nevada Test Site, Nevada. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/788467.

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Olson, A. L., and S. J. Nacht. Corrective Action Plan for CAU No. 95: Area 15 EPA Farm Laboratory Building, Decontamination and Demolition Closure Activities - Nevada Test Site. Rev. 0. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/623031.

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