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Littérature scientifique sur le sujet « Buildings and site »

Auteur : Grafiati

Publié le 1 avril 2023

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Articles de revues sur le sujet "Buildings and site"

Kelecsényi, Kristóf Zoltán, et Ágnes Gyetvainé Balogh. « On-site Architects' Offices in Major Construction Projects of Budapest in the Second Half of the 19th Century ». Periodica Polytechnica Architecture 50, n^o 1 (13 mai 2019) : 1–11. http://dx.doi.org/10.3311/ppar.13256.

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During the 19th century, the most renowned architects considered a permanent presence on the site of their larger construction projects necessary. Some of them even maintained several on-site offices close to their construction sites, where architects and designers were contracted for the duration of the construction. This study presents two on-site offices in detail (office of the Palace of Justice and the Parliament Building) while outlining a further four examples in Budapest (office of the Parish Church of Lipótváros, the Ministry of Agriculture, the enlargement of the Royal Palace and the Technical University).There were three practices used to settle these offices: I. using an older building, before its demolition, near the site; II. in a temporary building set up for this purpose; III. in rented rooms in the surrounding buildings. Examples for the use of existing buildings are the building of the Palace of Justice (A. Hauszmann), the extension of the Royal Palace (A. Hauszmann) and the building of the campus of the Royal Joseph University (A. Hauszmann, Gy. Czigler, S. Pecz). St. Stephen's Basilica (M. Ybl), the Parliament (I. Steindl) and the Krisztinaváros wing of the Royal Palace (M. Ybl, A. Hauszmann) are examples where newly constructed buildings were used, and we assume rented apartments as on-site offices in the case of the Opera House (M. Ybl) and the Museum of Applied Arts (Ödön Lechner). The large public building's on-site offices have great significance in architectural history as well as being theoretical and practical workshops.

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Manescu, Radu, Ioan Valentin Sita et Petru Dobra. « Building Energy Simulation with On-Site Weather Station ». Applied Mechanics and Materials 859 (décembre 2016) : 88–92. http://dx.doi.org/10.4028/www.scientific.net/amm.859.88.

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Energy consumption awareness and reducing consumption are popular topics. Building energy consumption counts for almost a third of the global energy consumption and most of that is used for building heating and cooling. Building energy simulation tools are currently gaining attention and are used for optimizing the design for new and existing buildings. For O&M phase in existing buildings, the multiannual average weather data used in the simulation tools is not suitable for evaluating the performance of the building. In this study an existing building was modeled in EnergyPlus. Real on-site weather data was used for the dynamic simulation for the heating energy demand with the aim of comparing the measured energy consumption with the simulated one. The aim is to develop an early fault detection tool for building management.

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Yudin, A. I. « ЖИЛИЩА ВАРФОЛОМЕЕВСКОЙ НЕОЛИТИЧЕСКОЙ СТОЯНКИ ». Izvestiya of Samara Scientific Center of the Russian Academy of Sciences. History Sciences 3, n^o 4 (2021) : 115–31. http://dx.doi.org/10.37313/2658-4816-2021-3-4-115-131.

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The article is devoted to the study of the nature of housing construction on the Varfolomeevka site of the Orlovka Neolithic culture of the steppe Volga region. The most complete data were obtained during the excavations of the Varfolomeevka site (late VII-VI thousand BC) on the Maly Uzen river. Later residential buildings overlapped and damaged the earlier ones, but a comparison of the planimography and stratigraphy made it possible to distribute them along chronological horizons and reconstruct the main characteristics of Neolithic buildings. Dwellings are represented by large semi-dugouts with several hearths, utility pits along the walls of the ditches, the location of floors at different levels, and dense building on the site. The dwellings had been functioning for a long time. This is confirmed by long-term foci with ash deposits of more than one meter on both monuments and traces of repair of support pillars at the Varfolomeevka site. It is established that there was a single stable tradition of housing construction at all stages of the Orlovka culture.

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Çelebi, M. « Identification of Site Frequencies from Building Records ». Earthquake Spectra 19, n^o 1 (février 2003) : 1–23. http://dx.doi.org/10.1193/1.1542618.

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A simple procedure to identify site frequencies using earthquake response records from roofs and basements of buildings is presented. For this purpose, data from five different buildings are analyzed using only spectral analyses techniques. Additional data such as free-field records in close proximity to the buildings and site characterization data are also used to estimate site frequencies and thereby to provide convincing evidence and confirmation of the site frequencies inferred from the building records. Furthermore, simple code-formula is used to calculate site frequencies and compare them with the identified site frequencies from records. Results show that the simple procedure is effective in identification of site frequencies and provides relatively reliable estimates of site frequencies when compared with other methods. Therefore the simple procedure for estimating site frequencies using earthquake records can be useful in adding to the database of site frequencies. Such databases can be used to better estimate site frequencies of those sites with similar geological structures.

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Drobiec, Łukasz, Krzysztof Grzyb et Jakub Zając. « Analysis of Reasons for the Structural Collapse of Historic Buildings ». Sustainability 13, n^o 18 (8 septembre 2021) : 10058. http://dx.doi.org/10.3390/su131810058.

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Each historic building or cultural heritage site requires proper care at every stage of its life cycle. Appropriate interventions aim to prevent building disasters and preserve invaluable cultural objects from ageing or deterioration processes. This article is a case study of mistakes made in various phases of a building’s life—in the design, execution, and use. The work aims to point out various aspects of the errors made during the building’s restoration. The conducted material research, computational analyses, laboratory tests, and documentation studies comprehensively consider the presented examples. The structural analysis of the buildings consists of its load-bearing capacity and its stability.

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Jenner, Ross. « Production of site and site of production : Herzog & ; de Meuron's Schaulager and Zumthor's Feldkapelle ». Architectural Research Quarterly 20, n^o 4 (décembre 2016) : 313–23. http://dx.doi.org/10.1017/s1359135517000033.

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This paper seeks to establish a chiasmus between notions of site as something produced and buildings as sites of production. The focus is upon Herzog and De Meuron's Schaulager in Basel, cast from and on the ground of its site, and Peter Zumthor's Bruder Klaus Field Chapel at Wachendorf, cast on local trees in hand-mixed aggregate from the site, trodden in layers by locals. Both buildings involve moulding, where a tangible transposition of site to building is produced by imprint and material transformation.These polarities of site and production, form and matter, trace and transformation are deployed as a heuristic device to unfurl a space for thinking possibilities especially those raised by Gilbert Simondon's distinction between Plato's and Aristotle's concepts of the genesis of things in making- ‘individuation’. The buildings' materials and the mud of the fields, masses worked by hand and foot, take form by not quite taking form; this is the potential of the plastic. The act of making is examined here in imprints and traces through their capacity for signification and, in acts of production, for revealing processes and potentialities remaining after actualisation. Interaction between site and production is found to achieve poetic quality through localisation of materials.

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Boyd, Neville, Malik M. A. Khalfan et Tayyab Maqsood. « Off-Site Construction of Apartment Buildings ». Journal of Architectural Engineering 19, n^o 1 (mars 2013) : 51–57. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000091.

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Lee, Ho-Young, et Jeong-Duck Yoon. « A Study on allocation of building site in Non-residential buildings ». Korean Institute for Aggregate Buildings Law 28 (30 novembre 2018) : 45–72. http://dx.doi.org/10.55029/kabl.2018.28.45.

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Lang, Dominik H., Jochen Schwarz et Polat Gülkan. « Site-Structure Resonance as a Proxy for Structural Damage ». Earthquake Spectra 27, n^o 4 (novembre 2011) : 1105–25. http://dx.doi.org/10.1193/1.3651403.

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Since 1992, the reconnaissance teams of the German Task Force for Earthquakes have undertaken numerous field missions to disaster areas after strong earthquakes worldwide. During these missions, a unique database of damage cases has been collected, which serves as the basis for examining whether site-structure resonance effects contribute to building damage. The selected buildings that partly experienced slight to moderate damage during a recent major event have been experimentally tested in order to identify their structural parameters and to allow a calibration of the structural building models. In addition, instrumental noise recordings were made directly at the building sites to derive the ranges of predominant site periods. By correlating the ranges of predominant site periods with the building's capacity curves, representing the inelastic displacement behavior under lateral effects, a quick survey procedure has been developed to estimate the impact of agreements between periods of the site and the structure contributing to structural earthquake damage.

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Laurini, E., M. Rotilio, M. Lucarelli et P. De Berardinis. « TECHNOLOGY 4.0 FOR BUILDINGS MANAGEMENT : FROM BUILDING SITE TO THE INTERACTIVE BUILDING BOOK ». ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-2/W11 (4 mai 2019) : 707–14. http://dx.doi.org/10.5194/isprs-archives-xlii-2-w11-707-2019.

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Abstract. The main result of the research that we intend to illustrate is the connection between the contents of 4.0 Industry (Ciribini 2018), and the information sharing with BIM design (Lucarelli 2018), through the insertion into a single data container (black storage box), of all the sensors inherent to the entire building process, to monitor the building from the early construction phases and obtain a precise history about it. The goal is to create an "As Built" model flanked by the interactive digital building book, capable of an automatic upgrade depending on the variation of the monitored data during the useful life of the building.The aim of this project is to exploit the use of IoT (Gabriele 2015), for the data communication to the black box (Smart Monitoring Building Box – SMBBox) installed in the building from the beginning of the construction site, in order to initially monitor the status work progress and safety management on site, and subsequently, thanks to the combination with the BIM model for data management, it will be possible to digitize the physical and functional characteristics of the case study object.The methodological approach is based on the following steps: BIM modeling; sensor design and installation and data container; data collected updating; "As Built" model creation; Interactive building Drafting. This method is being carried out on a restricted building located in the historic center of L'Aquila, subject to seismic improvement as a result of the damage caused by the 2009 earthquake.

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Thèses sur le sujet "Buildings and site"

Tomizawa, Susan A. « Planning our nation's schools : considerations for community and site design ». Virtual Press, 2004. http://liblink.bsu.edu/uhtbin/catkey/1292542.

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This creative project examines trends in school planning and design at both the community and site levels. At the community level, two trends have shaped many of the decisions made in school planning: consolidating schools into mega-sized schools and placing schools on the periphery of development. These practices contribute to sprawl, urban disinvestment, racial and social segregation, environmental degradation and educational inequality. Alternatives in school planning such as school renovation and schools as community centers, are examined through case studies.At the site level, schools are typically built on acres of land covered by lawn, sports fields and asphalt parking. Research shows that school grounds can serve as valuable educational resources when designed as learning landscapes. A conceptual master plan for Storer Elementary School in Muncie, Indiana illustrates how a bland school landscape can be transformed into an educational resource to improve learning, environmental quality, safety and health.
Department of Landscape Architecture

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Holland, Alyssa. « The Reconstruction of Historical Buildings : A Visitor and Historical Site Study ». VCU Scholars Compass, 2011. http://scholarscompass.vcu.edu/etd/2638.

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The reconstruction of historical buildings has been debated by preservationists, archeologists and historians, both with each other and within their own fields. But no matter how intensely scholars discuss and disagree on the subject, professionals at historic sites still continue to reconstruct historical buildings. The questions surrounding historical reconstruction include: is it ethical to reconstruct historical buildings? Is it worthwhile to reconstruct historical buildings for the benefit of the general public? I surveyed historical site workers from across the country and visitors from Red Hill National Memorial, the last home of Patrick Henry. From the survey, visitors seem to remember where they have seen reconstructions, sometimes what happened to the original buildings and learn about the history and preservation of the historic location. Sites that continue to reconstruct and follow all the preservation laws and regulations and inform the public on why the site reconstructed the building(s) are getting it right.

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Cortez-Flores, Adel M. « Site response of the 2001 Southern Peru earthquake ». Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Fall2004/a%5Fcortez-flores%5F121004.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, 2004.
Title from PDF t.p. (viewed on Nov. 6, 2005). Pages 1-5 appear in duplicate. Includes bibliographical references (p. 158-168).

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Khosla, Niti Gautam. « Development of a framework to assist owners in deciding to use sustainable site design practices for institutional buildings ». Diss., Connect to online resource - MSU authorized users, 2007.

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Thesis (M.S.)--Michigan State University, Construction Management Program, 2007.
Title from PDF t.p. (viewed on June 12, 2008). Available through UMI ProQuest Digital Dissertations. Includes bibliographical references (p. 284-286).

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Wille, Volker. « Characterization of diffraction and site shielding of buildings in transhorizon radio paths ». Thesis, University of South Wales, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261666.

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Cheng, Haofan. « Evaluating the performance of natural ventilation in buildings through simulation and on-site monitoring ». Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/81745.

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Thesis (S.M. in Building Technology)--Massachusetts Institute of Technology, Dept. of Architecture, 2013.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Vita. Cataloged from student-submitted PDF version of thesis.
Includes bibliographical references (p. 120-121).
Natural ventilation in buildings is capable of reducing energy consumption while maintaining a comfortable indoor at the same time. It is important that natural ventilation is taken into consideration in the early design stage, probably through simulation program. However, existing simulation programs are limited because of their model assumption, simulation efficiency and user friendliness. In this document a simulation program, CoolVent, is presented. It implements a multi-node, thermal and energy coupled model to simulate natural ventilation in buildings. The program is validated to be effective and efficient in simulation. Combined with the DOE building database, CoolVent evaluates the performance of different ventilation modes in different types of building and weather conditions. The second half of this thesis includes a detailed on-site monitoring study of a naturally ventilated building in Boston. It details the post-occupancy system characteristics. The monitoring results have also been compared with CoolVent. The simulation results are verified by comparing with the monitored ones. The program is then used to evaluate the potential of improved operation.
by Haofan Cheng.
S.M.in Building Technology

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BRUNELLI, ANDREA. « SEISMIC FRAGILITY CURVES ACCOUNTING FOR SITE AND SOIL STRUCTURE INTERACTION EFFECTS ON URM BUILDINGS ». Doctoral thesis, Università degli studi di Genova, 2022. http://hdl.handle.net/11567/1093913.

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Significant site-amplification effects have been observed in various historic centers following the recent seismic events in Italy (e.g., L'Aquila 2009, Emilia 2012, Central Italy 2016-17), but also examples of Soil Foundation Structure (SFS) interaction in ordinary unreinforced masonry (URM) buildings. In the past, SFS interaction effects were usually considered for masonry buildings only in slender or massive URM monumental structures. Following the latest observed evidence, this research aims to further investigate the role of site amplification and SFS interaction in the seismic response of URM residential structures. The final goal is to provide an effective procedure to consider these effects in large-scale risk assessment as well. The first part of the research validated the numerical approach to analyze the SFS interaction by reproducing the seismic response of the Visso school affected by the earthquake sequence in central Italy. This school constituted a very emblematic case study, since it was permanently monitored by the Italian Department of Civil Protection and suffered very severe damage, allowing validation even in a highly nonlinear phase. The procedure is based on the decoupled approach. Therefore, the input motion of the foundation is calculated from the site response analyses and the structural performance is analyzed through a structural model with springs at the base and characterized by equivalent damping. This school's validated procedure and numerical model were exploited to derive fragility curves that include site effects and SFS interaction under different subsurface conditions. The predicted damage probability was also compared with the results obtained from different amplifications of the simplified Code-compliant approach. Finally, the research was further generalized by considering multiple building types and different soil profiles. The structural types were inspired by the most frequent building types in the municipality of Visso, consisting of aggregate masonry structures. The set of derived fragility curves was finally applied to an urban scale to develop damage scenarios. In particular, the resulting damage under ground motion of the Central Italy earthquake was compared with that observed and predicted by existing faster and less accurate approaches, to assess the potential of the developed tools also to support possible future large-scale mitigation policies.

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Ozyurt, Gokhan. « Cataloging And Statistical Evaluation Of Common Mistakes In Geotechnical Investigation Reports For Buildings On Shallow Foundations ». Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12615084/index.pdf.

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Information presented in site investigation reports has a strong influence in design, project costs and safety. For this reason, both the quality and the reliability of site investigation reports are important. However in our country, geotechnical engineering is relegated to second place and site investigation studies, especially parcel-basis ground investigation works
do not receive the attention they deserve. In this study, site investigation reports, that are required for the license of design projects, are examined and the missing/incorrect site investigations, laboratory tests, geotechnical evaluations and geotechnical suggestions that occur in the reports are catalogued. Also, frequency of each mistake is statistically examined
for geotechnical engineers, recommendations and solutions are presented to help them avoid frequent problems.

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Flores, Joaquim António de Moura. « The investigation of energy efficiency measures in traditional buildings in the Oporto World Heritage Site ». Thesis, Oxford Brookes University, 2013. https://radar.brookes.ac.uk/radar/items/fb6ed9c7-2872-4700-8aca-aba12aff7e17/1.

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Background The improvement of energy efficiency in buildings is widely promoted as a measure to mitigate climate change through the reduction of CO2 emissions. Thermal regulations worldwide promote it, for both new and existing buildings. Among the existing stock, traditional and historic buildings pose the additional challenge of heritage conservation. Their energy efficiency upgrade raises the risk of provoking negative impacts on their significance. Aims and Methodology This research used an approach based on impact assessment methodologies, defining an inital baseline scenario for both heritage and energy, from which the appropriate improvement solutions were identified and assessed. The measures were dynamically simulated and the results for energy, CO2, cost and comfort compared with the initial scenario, and then being further assessed for their heritage impact to eventually determine the most feasible solutions. To test this method, ten case studies, representative of the identified typological variants, were selected among Oporto’s traditional buildings located in the World Heritage Site. Findings and Conclusions The fieldwork data revealed that the energy consumption of these dwellings was below the European average. Additionally, the households expressed that their home comfort sensation was overall positive. The simulations showed that the introduction of insulation and solar thermal panels were ineffective on these cases in terms of energy, cost and comfort. At the same time, these measures pose a great risk to the buildings’ heritage value. The most efficient solutions were obtained from behavioural changes and DHW retrofit. The study reinforced the idea that traditional buildings performed better than expected and can be retrofitted and updated at a low-cost and with passive solutions. The use of insulation and solar panels should be disregarded.

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Tijani, Bashir. « Development of Value Based Decision Making Tool for the Selection of Offsite Manufacturing of Buildings Versus Traditional Method of Construction ». Thesis, Griffith University, 2017. http://hdl.handle.net/10072/370668.

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The traditional method of construction involves erecting buildings through assembling the bricks, blocks and scaffolders onsite. For many years, this has been the most common method of construction used in the construction industry. The major challenges associated with this traditional method are well documented. They include requiring time extensions; increased construction costs; high worksite accidents, and difficulties around the disposal of construction waste. Against this brief background, Off Site Manufacturing (OSM) appears to be a sound alternative method of construction. OSM is increasingly considered by researchers and some construction professionals due to its benefits, as evidenced from experiences in a variety of countries. However, despite OSM’s superiority over the traditional method of construction, in terms of time/cost savings, better quality control and enhanced safety performance, its uptake has been slow and rather limited. Reasons behind this slow uptake are varied and have been widely reported. A major reason appears to be the inability of OSM stakeholders (i.e. Clients, Developers, Manufacturers and Designers) to ascertain the short and long-terms Value that OSM will contribute, for a particular construction project, compared to that of the traditional construction method. To complicate matters further, project stakeholders, as one would expect, perceive the Value aspects of OSM differently. A critical literature review established the presence of a large number of Value aspects: 1) Product Value (e.g. usability, flexibility, etc.); 2) Process Value (e.g. profitability, customer satisfaction, etc.); and 3) Sustainability Value (e.g. life cycle costing, return on investment, waste generation, embodied energy, etc.). It is a certain combination of these Value aspects that may represent the source of motivation for stakeholders’ adoption of OSM. In a step towards addressing this challenge, this thesis presents a robust approach to assist decision-makers (i.e. project stakeholders) to make an informed decision about whether or not to adopt OSM for a particular construction project. In doing so, the thesis utilises the well-established Analytical Network Process (ANP) for determining Value aspects weightings, where each Value aspect is individually compared to other aspects, and the results are entered in a matrix for evaluation. To provide a user-friendly interface, Visual Basic for Applications (VBA) programming was employed. This programming language is the mechanism behind the functionality of the developed decision-making tool which generates relative weights and ranks, as well as benefit-to-cost ratios for both OSM and traditional method of construction for performing an objective comparison. In order to confirm the functionality of the developed decision making tool, validation tests were carried out using two hypothetical scenarios. This is to demonstrate that the tool conforms to the aims of the research. The validity criteria were based on the comparison of the manual calculations with the output of the decision making tool. The results from the hypothetical scenarios indicate that the tool functions are both correct and reliable.
Thesis (Masters)
Master of Philosophy (MPhil)
Griffith School of Engineering
Science, Environment, Engineering and Technology
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Livres sur le sujet "Buildings and site"

Greenwich Department of Planning. Commonwealth Buildings site Woolwich, S.E.18. Greenwich : London Borough of Greenwich, 1986.

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), Hampton National Historic Site (Agency :. U. S. Hampton National Historic Site guidebook. Virginia Beach, VA : Donning Co. Publishers, 2010.

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Brown, Thomas L. Site engineering for developers and builders. Washington, DC : National Association of Home Builders, 1988.

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A year at a construction site. Minneapolis, MN : Millbrook Press, 2009.

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Office, General Accounting. USPS site acquisition. Washington, D.C : The Office, 1992.

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Bahr Vermeer & Haecker Architects. et Wiss, Janney, Elstner, and Associates., dir. Nicodemus National Historic Site, Nicodemus, Kansas : Historic structures report, National Park Service. Nicodemus, KS : Bahr Vermeer Haecker Architects, Ltd, 2002.

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Tausky, Nancy Z. Historical sketches of London : Site to city. Peterborough, Ont : Broadview Press, 1990.

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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. [Washington, D.C.?] : U.S. Dept. of the Interior, National Park Service, 1996.

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Gibb, Alistair G. F. Off-site fabrication : Prefabrication, pre-assembly and modularisation. New York : J. Wiley, 1999.

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United States. General Services Administration. Public Buildings Service. The Site security design guide. Washington : GSA, 2007.

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Chapitres de livres sur le sujet "Buildings and site"

Stone, Sally. « Site Specific Art ». Dans UnDoing Buildings, 53–72. New York : Routledge, 2019. : Routledge, 2019. http://dx.doi.org/10.4324/9781315397221-4.

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Ferguson, Colin. « Site Hazards ». Dans Greener Buildings Environmental impact of property, 20–44. London : Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-22752-5_3.

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Emary, A. B. « Supports to Buildings ». Dans Site Carpentry and Advanced Joinery, 8–15. London : Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-06901-9_3.

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Costin, Aaron, et Janise McNair. « IoT and edge computing in the construction site ». Dans Buildings and Semantics, 223–37. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003204381-12.

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Aschheim, Mark, Enrique Hernández et Dimitrios Vamvatsikos. « Seismology and site effects ». Dans Design of Reinforced Concrete Buildings for Seismic Performance, 11–25. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T& F Informa, plc, [2019] | : CRC Press, 2019. http://dx.doi.org/10.1201/b19964-2.

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Meacham, Brian, Brandon Poole, Juan Echeverria et Raymond Cheng. « Green Building/Site Elements and Attributes ». Dans Fire Safety Challenges of Green Buildings, 15–16. New York, NY : Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4614-8142-3_3.

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Schlumpf, Jürg. « Job Site Experience with Self Compacting Concrete (SCC) and Shrinkage Reduction ». Dans Materials for Buildings and Structures, 1–7. Weinheim, FRG : Wiley-VCH Verlag GmbH & Co. KGaA, 2005. http://dx.doi.org/10.1002/3527606211.ch1.

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Boganini, Leonardo, et Chiara Casazza. « Soilless Urban Temporary Agriculture as a Strategy for Brownfield Site Renewal ». Dans Mediterranean Green Buildings & ; Renewable Energy, 729–40. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-30746-6_56.

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Singh, Aditi, Shilpa Pal et D. P. Kanungo. « Site-Specific Vulnerability Assessment of Buildings Exposed to Rockfalls ». Dans Renewable Energy and its Innovative Technologies, 1–11. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2116-0_1.

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Lu, Xiaoqing, Yuan Fang et Yanjing Zeng. « Carbon Emission of on Site Logistics for Tall Buildings ». Dans Proceedings of the 23rd International Symposium on Advancement of Construction Management and Real Estate, 979–91. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-3977-0_74.

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Actes de conférences sur le sujet "Buildings and site"

Gottfried, Arie, M. Giuseppe Di Giuda, Valentina Villa et Paolo Piantanida. « Monitoring Construction Site Buildings with Concrete Structures ». Dans Modern Methods and Advances in Structural Engineering and Construction. Singapore : Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s1-c27-cd.

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Martirano, Luigi, Emanuele Habib, Giuseppe Parise, Giacomo Greco, Marta Cianfrini, Luigi Parise, Ferdinando Massarella et Paolo Di Laura Frattura. « Demand side management in mixed residential/commercial buildings with PV on site generation ». Dans 2017 IEEE/IAS 53rd Industrial and Commercial Power Systems Technical Conference (I&CPS). IEEE, 2017. http://dx.doi.org/10.1109/icps.2017.7945093.

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Rome´ro, Ste´phanie. « Environmental Remediation of an ALSTOM Grid Industrial Site (France) ». Dans ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59270.

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ALSTOM Grid is the project owner of the remediation of a former industrial site, located in Saint-Ouen, north of Paris. The industrial activity (power transformer production) started in 1921 and stopped in 2006. The type of pollution is linked with the former activity. It’s an organic pollution: hydrocarbon, PCB and chlorinated volatile organic compounds. The clean-up concerns soil and groundwater. The main specificity of the project is that the remediation is operated inside the existing industrial buildings which must be kept in place and restituted to the owner after the works. The treatment of soil requires excavating soil up to 9 m deep (1 m under the level of the groundwater) inside the buildings. As a consequence, some impressive devices were set up to ensure the stability of the buildings during the clean-up, like support structures of the foundations and strengthening of the building fronts. In the same time, it has to be pointed out that great diversity of clean-up actions is performed on the site: the soil is excavated to be treated on site (bioremediation or chemical treatment) or off site. The treatment of groundwater consists of pumping the oil staying on the surface and oxidizing the dissolved pollution. This project is probably the first experience of this scale in France with multi-contaminated soil and groundwater decontamination in keeping and reinforcing the existing buildings.

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Petrioli, Nello, et Brandon Eastwood. « London Expanding - Adding Value Through Fine Engineering ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2699.

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London combines a rapidly expanding population with ever-decreasing land availability. This equation continues to attract property investors and allows developers to deliver high quality buildings.Typically, developments must respect local site constraints. London’s rich construction archaeology – from Roman times to the post-war period – and the need to future-proof new infrastructure, create a unique blend of challenging constraints.Unlocking such highly constrained sites by devising finely-engineered, sustainable and cost-efficient solutions has generated some of London’s most iconic buildings. A typical example is the recently completed Principal Tower, a 50-storey residential development on the edge of the City. Sited between existing 19th century railway tunnels and a protected viewing corridor that restricts building heights, the tower also sits above provision for a future rail tunnel.WSP overcame these extreme constraints by forming a deep ‘concrete box’ through the building’s basement to support both the tower and the future railway tunnel. Adopting solutions associated more with heavy civil engineering adds significant costs, but enables high value developments on otherwise unremarkable sites.This paper will examine some of London’s most technically challenging sites, such as Principal Tower, 22 Bishopsgate and Shard Place and the advanced engineering solutions that have made these iconic buildings possible. Further details in the design of 22 Bishopsgate are given in Paper No 16601: Twentytwo Bishopsgate, London.

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Lynn, Kevin. « The Importance of Site Surveys in Florida’s PV Buildings Program ». Dans ASME 2001 Solar Engineering : International Solar Energy Conference (FORUM 2001 : Solar Energy — The Power to Choose). American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/sed2001-132.

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Abstract One of the goals of the Florida PV Buildings Program is to ensure that only quality utility-interactive PV systems are installed in the state. One important component of the Program is the site survey. The purpose of the site survey is to inspect the potential location for PV system before beginning construction, ensuring it is a sensible place to install it. The purpose of this paper is to introduce the method used by this Program and to present some examples that will demonstrate why it is important.

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Czachorski, Marek, John Kelly et Kevin Olsen. « Heat Recovery From Commercial On-Site Power Generation System : Desiccant Dehumidification vs. Absorption Cooling ». Dans ASME 2003 International Mechanical Engineering Congress and Exposition. ASMEDC, 2003. http://dx.doi.org/10.1115/imece2003-42576.

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As commercial building on-site power generation technologies mature to the point of becoming “off-the-shelf” products, the importance of effective heat recovery is demonstrated time and time again in applications where three to six year paybacks typically are necessary to convince building owners to purchase and install these new technologies. This paper explores the effectiveness and economic benefit of different methods of utilizing recoverable heat from on-site power generation equipment in commercial buildings (Cooling, Heating and Power systems – CHP). An optimal configuration of heat recovery options is explored based on analysis of heat recovery from microturbine(s) exhaust to support commercial building heating and cooling/dehumidification needs. Benefits of recovering heat for space heating/domestic hot water production and to support desiccant dehumidification vs. absorption cooling are studied in five different building types (large supermarket, large retail store, medium size office building, full service restaurant and quick service restaurant). Buildings are evaluated at four different geographical locations, allowing additional study of the climatic conditions on the optimum heat recovery system configuration for specific building types. A sophisticated model, incorporating performance algorithms of state-of-the-art power generation, dehumidification and absorption cooling equipment, is used for calculating annual energy/cost savings for CHP systems and optimization of basic parameters, such as generator size/number and heat recovery equipment selection.

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Dong, Xinwen, Sheng Fang et Shuhan Zhuang. « SWIFT-RIMPUFF Modeling of Air Dispersion at a Nuclear Powerplant Site With Heterogeneous Upwind Topography ». Dans 2021 28th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/icone28-64608.

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Abstract The SWIFT-RIMPUFF can provide refined atmospheric dispersion modeling for nuclear emergency response, but its performance for the mesoscale range in a nuclear power plant (NPP) site with highly complex topographies hasn’t been fully investigated. In this study, a validation of SWIFT-RIMPUFF was performed based on a wind tunnel experiment simulating a real China’s multi-reactor NPP site with heterogeneous upwind topography and dense buildings to understand the potential discrepancies or limits. The results demonstrate that the SWIFT-RIMPUFF can reproduce the sharp changes of wind flows for both speed and directions near the buildings, but usually overestimate the wind speed in the complex topography. For vertical wind profiles, the accuracies show high dependencies on the local topography and building layout, and the deviation of those near the building is more obvious. The simulated ground concentrations match the topographic changes of high-altitude mountains. The concentration predictions in the downwind building area are acceptable which displays that the influence of building effects can be well introduced, but the simulations in the building area still show noticeable discrepancies when compared with those in the sea area. However, such deviations do not propagate to the downwind mountainous and sea areas, which the accuracies are quite satisfactory.

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Sankey, Maxim L., Sheldon M. Jeter, Trevor D. Wolf, Donald P. Alexander, Gregory M. Spiro et Ben Mason. « Continuous Monitoring, Modeling, and Evaluation of Actual Building Energy Systems ». Dans ASME 2014 8th International Conference on Energy Sustainability collocated with the ASME 2014 12th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/es2014-6610.

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Residential and commercial buildings account for more than 40% of U.S. energy consumption, most of which is related to heating, ventilation and air conditioning (HVAC). Consequently, energy conservation is important to building owners and to the economy generally. In this paper we describe a process under development to continuously evaluate a building’s heating and cooling energy performance in near real-time with a procedure we call Continuous Monitoring, Modeling, and Evaluation (CMME). The concept of CMME is to model the expected operation of a building energy system with actual weather and internal load data and then compare modeled energy consumption with actual energy consumption. For this paper we modeled two buildings on the Georgia Institute of Technology campus. After creating our building models, internal lighting loads and equipment plug-loads were collected through electrical sub-metering, while the building occupancy load was recorded using doorway mounted people counters. We also collected on site weather and solar radiation data. All internal loads were input into the models and simulated with the actual weather data. We evaluated the building’s overall performance by comparing the modeled heating and cooling energy consumption with the building’s actual heating and cooling energy consumption. Our results demonstrated generally acceptable energy performance for both buildings; nevertheless, certain specific energy inefficiencies were discovered and corrective actions are being taken. This experience shows that CMME is a practical procedure for improving the performance of actual well performing buildings. With improved techniques, we believe the CMME procedure could be fully automated and notify building owners in real-time of sub-optimal building performance.

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Vardanyan, Anna. « THE ROLE OF PHYSICAL FEATURES OF THE SITE IN THE DESIGN OF MILITARY-RESISTANT BUILDING ». Dans 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022/5.1/s20.062.

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Military resistant architecture (MRA) is a trend to protect civilians, settlements, the environment, and existing buildings from the strikes happening during the war. The development of military technologies and armaments brings with it the need to define new urban security solutions. In this case, it is very important to analyze the physical characteristics of the building and its surrounding, such as the tectonics and physical parameters of the building�s site. To secure the buildings from new, sixth-generation warfare weapons, the architectural solution must follow certain principles according to the building material, construction system, especially composition, landscape, etc. Thus, possible building forms of the site�s physical characteristics such as platonic forms, and irregular forms expressed in the terms of the blocked, courtyard, angular and polarized types of composition are discussed in the presentation. The mentioned forms are observed by smooth, slopping, and combined placement of the terrain (See Diagram 1). The strike direction is supposed to be from the right side and above the building. The presentation includes an introduction and historical overview, threat and risk assessment, and analysis, as shown in the diagram. The situation is discussed including the above-mentioned parameters: the environment, the landscape, the shape and the shell of the building, as well as the type of the roof. As a result of the analysis, several conclusions on possible risk management, were presented.

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Bargauan, Bogdan, Ovidiu Fati, Andrei Ceclan, Dan D. Micu, Denisa Stet, Levente Czumbil et Paul Muresan. « Demand response on blocks of buildings — Romanian pilot site innovation project ». Dans 2017 International Conference on Modern Power Systems (MPS). IEEE, 2017. http://dx.doi.org/10.1109/mps.2017.7974433.

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Rapports d'organisations sur le sujet "Buildings and site"

Last, G. V., T. J. Gilmore et F. J. Bronson. Relative risk site evaluation for buildings 7740 and 7741 Fort Campbell, Kentucky. Office of Scientific and Technical Information (OSTI), janvier 1998. http://dx.doi.org/10.2172/572651.

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Gerber, M. S. Manhattan Project buildings and facilities at the Hanford Site : A construction history. Office of Scientific and Technical Information (OSTI), septembre 1993. http://dx.doi.org/10.2172/10186827.

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Bryant, E. Lead expansion anchor load capacity in reactor buildings at the Savannah River Site. Office of Scientific and Technical Information (OSTI), août 1989. http://dx.doi.org/10.2172/5446598.

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Miller, James, John Vavrin et Samuel Stidwell IV. Study of maintenance of High Performance Sustainable Buildings (HPSB). Engineer Research and Development Center (U.S.), mars 2021. http://dx.doi.org/10.21079/11681/40080.

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A study was performed by the Energy Branch of the US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, on behalf of the US Army Installation Management Command under the Installation Technology Transition Program. The focus of the study was related to maintainability and operability issues associated with High Performance Sustainable Buildings (HPSBs). This study was conducted primarily based on information gleaned from telephone and web conference discussions with installation Directorate of Public Works personnel including Operation and Maintenance (O&M) Chiefs, energy managers, maintenance supervisors, and maintenance technicians. Experiences with HPSBs varied from installation to installation. For example, some installations had very positive experiences with photovoltaic (PV) arrays while other sites questioned their practicality due to maintainability problems. One site noted that PV technologies are changing so rapidly that procuring spare/repair parts becomes difficult or impossible when vendors discontinue supporting their older technologies or manufacturers go out of business. Based on discussions with the installation O&M personnel, a table of pro and con recommendations for 25 technologies, which are commonly implemented on HPSBs, was prepared and is included in this report.

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Adams, Sunny, Madison Story et Adam Smith. Evaluation of 11 buildings in the Fort McCoy cantonment. Engineer Research and Development Center (U.S.), septembre 2022. http://dx.doi.org/10.21079/11681/45350.

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The United States Congress codified the National Historic Preservation Act of 1966 (NHPA), the nation’s most effective cultural resources legislation to date, mostly through establishing the National Register of Historic Places (NRHP). The NHPA requires federal agencies to address their cultural resources, which are defined as any prehistoric or historic district, site, building, structure, or object. Section 110 of the NHPA requires federal agencies to inventory and evaluate their cultural resources, and Section 106 requires them to determine the effect of federal undertakings on those potentially eligible for the NRHP. Fort McCoy is in west-central Wisconsin, entirely within Monroe County. It was first established as the Sparta Maneuver Tract in 1909. The post was renamed Camp McCoy in 1926. Since 1974, it has been known as Fort McCoy. This report provides historic context and determinations of eligibility for buildings in the cantonment constructed between 1946 and 1975 and concludes that none are eligible for the NRHP. In consultation with the Wisconsin State Historic Preservation Officer (WISHPO), this work fulfills Section 110 requirements for these buildings.

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Smith, Adam, August Fuelberth, Sunny Adams et Carey Baxter. Camp Perry historic district contributing buildings : character-defining features. Engineer Research and Development Center (U.S.), décembre 2021. http://dx.doi.org/10.21079/11681/42580.

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The National Historic Preservation Act of 1966 (NHPA) established the National Register of Historic Places (NRHP), which requires federal agencies to address their cultural resources, defined as any prehistoric or historic district, site, building, structure, or object. NHPA Section 110 requires federal agencies to inventory and evaluate their cultural resources. Section 106 requires them to determine the effect of federal undertakings on properties deemed eligible or potentially eligible for the NRHP. Camp Perry Joint Training Center (Camp Perry) is located near Port Clinton, Ohio, and serves as an Ohio Army National Guard (OHARNG) training site. It served as an induction center during federal draft periods and as a prisoner of war camp during World War II. Previous work established boundaries for a historic district and recommended the district eligible for the NRHP. This project inventoried and analyzed the character-defining features of the seven contributing buildings and one grouping of objects (brick lamp posts) at Camp Perry. The analysis is to aid future Section 106 processes and/or the development of a programmatic agreement in consultation with the Ohio State Historic Preservation Office (SHPO).

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Pakkala, P. Quality site seasonal report, Homestead Launderette, SFBP (Solar in Federal Buildings Program), November 1984 through June 1985. Office of Scientific and Technical Information (OSTI), octobre 1987. http://dx.doi.org/10.2172/5749348.

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Ullrich, R. Lawrence Livermore National Laboratory, Site 300 Hydrodynamic Test Facilities Historic District (Buildings 850 and 851A) HABS/HAER Report. Office of Scientific and Technical Information (OSTI), mai 2014. http://dx.doi.org/10.2172/1165760.

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Raymond, M. G. Quality site seasonal report, Eisenhower Museum, SFBP (Solar in Federal Buildings Program) 4008, March 1985 through September 1985. Office of Scientific and Technical Information (OSTI), octobre 1987. http://dx.doi.org/10.2172/5592678.

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Logee, T. L. Quality site seasonal report, Fort Devens Launderette, SFBP (Solar in Federal Buildings Program) 1751, December 1984 through June 1985. Office of Scientific and Technical Information (OSTI), octobre 1987. http://dx.doi.org/10.2172/5692540.

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