Relevant bibliographies by topics / Temporary structures (Building) – Design and construction

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

Academic literature on the topic 'Temporary structures (Building) – Design and construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Temporary structures (Building) – Design and construction"

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Kang, Zhen Zhen, Xiao Jun Li, and Cong Hong Liu. "Earthships-Scrap Tires Recycling in Building Design." Advanced Materials Research 250-253 (May 2011): 3338–44. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3338.

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With rapid development in automobile industry and increasing environment problems, a difficulty confronting many countries is how to recycle scrape tires. The earthship comes out as an effective way to make full use of scrap tires in building design. By introducing its construction procedure, current conditions at home and abroad, and two case studies abroad, the paper concludes its advantages in environment protection, building performance, economy and technology. Besides, in view of the present condition in China, It suggests to first build earthships in less developed areas, or areas with extreme weather conditions, and try to popularize them in temporary structures, garden buildings, or special buildings.
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Hill, Howard J. "Rational and Irrational Design Loads for “Temporary” Structures." Practice Periodical on Structural Design and Construction 9, no. 3 (August 2004): 125–29. http://dx.doi.org/10.1061/(asce)1084-0680(2004)9:3(125).

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Turkan, Yelda, Frédéric Bosché, Carl T. Haas, and Ralph Haas. "Tracking of secondary and temporary objects in structural concrete work." Construction Innovation 14, no. 2 (April 1, 2014): 145–67. http://dx.doi.org/10.1108/ci-12-2012-0063.

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Purpose – Previous research has shown that “Scan-vs-BIM” object recognition systems, which fuse three dimensional (3D) point clouds from terrestrial laser scanning (TLS) or digital photogrammetry with 4D project building information models (BIM), provide valuable information for tracking construction works. However, until now, the potential of these systems has been demonstrated for tracking progress of permanent structural works only; no work has been reported yet on tracking secondary or temporary structures. For structural concrete work, temporary structures include formwork, scaffolding and shoring, while secondary components include rebar. Together, they constitute most of the earned value in concrete work. The impact of tracking secondary and temporary objects would thus be added veracity and detail to earned value calculations, and subsequently better project control and performance. The paper aims to discuss these issues. Design/methodology/approach – Two techniques for recognizing concrete construction secondary and temporary objects in TLS point clouds are implemented and tested using real-life data collected from a reinforced concrete building construction site. Both techniques represent significant innovative extensions of existing “Scan-vs-BIM” object recognition frameworks. Findings – The experimental results show that it is feasible to recognise secondary and temporary objects in TLS point clouds with good accuracy using the two novel techniques; but it is envisaged that superior results could be achieved by using additional cues such as colour and 3D edge information. Originality/value – This article makes valuable contributions to the problem of detecting and tracking secondary and temporary objects in 3D point clouds. The power of Scan-vs-BIM object recognition approaches to address this problem is demonstrated, but their limitations are also highlighted.
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Chukwudi OBI, Ifeanyi, and Almira Khafizova. "PLASTICS AS CONTEMPORARY MATERIAL IN ARCHITECTURE FOR HEALTH AND SUSTAINABLE CONSTRUCTION." International Journal of Engineering Technologies and Management Research 5, no. 6 (March 20, 2020): 96–102. http://dx.doi.org/10.29121/ijetmr.v5.i6.2018.249.

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Nowadays plastics have become one of the main construction materials with a wide range of use in product design as well as construction industry of medium or large elements including buildings. Elements like pipes’ and cables insulation, storage tanks, skylights, roofing, windows and doors, insulation and temporary structures can be made entirely, partly or as a bonding compound in new material mixes like WPCs wood plastic composites, carbon or natural fiber reinforced plastic. Material of this study has a vast application in the field of tensile structures construction or tents in smaller scale. One of the most common uses of plastic in the building construction is insulation of large surfaces such are walls, roofs or floors that can come in different forms commonly in foam which amounts can be adjusted to fit any form, in a prefabricated form like SIP panels as well as to securely insulate smaller details like pipes or cables. It is frequently used in the timing of the exterior building planes too. A rife problem is allergies from raw organic material objects and building components like down, sisal, cotton, coir, sea grass, etc. that can cause serious sequels like asthma, eyes and other mucous maladies can be completely eliminated with synthetic plastic-based materials-nylon, polyester, and polypropylene. This paper intends to stream how different plastic-based materials can help attain sustainable position in modern contemporary architecture.
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Yasa, Enes. "Microclimatic comfort measurements evaluation of building physics: The effect of building form and building settled area, on pedestrian level comfort around buildings." Journal of Building Physics 40, no. 5 (July 27, 2016): 472–500. http://dx.doi.org/10.1177/1744259115621979.

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Wind discomfort and the dangers that the wind may lead can be harmful in terms of comfort conditions of both indoor and outdoor environment of the building/buildings to be constructed or just completed. The extent of discomfort to pedestrian varies from inducing slightly unpleasant feeling to producing a falling down hazard. Typically, the cause of frequent occurrences of strong wind at pedestrian area is primary related to the configuration of building structures and/or topography in the vicinity of the pedestrian area. Depending on the characteristics of the wind including magnitude, uniformity, ambient temperature, and so on, the level of disturbance to users of pedestrian areas can be different. In this context, the regions where Necmettin Erbakan University temporary education buildings are located have a fairly intensive topography in terms of wind. Therefore, detailed analysis of the inside regions and the surrounding areas of education buildings in particular are performed in terms of microclimatic comfort and indoor energy recovery. Especially, the topography where university campus temporary educational buildings are located has very high wind climate conditions compared to the city of Konya climate conditions. In this study, pedestrian-level wind conditions around N.E.U. campus buildings and in urban areas and the topography of campus settlements were analyzed through on-site measurement with Delta OHM microclimatic instruments. The purpose of this study is to investigate the pedestrian-level comfort conditions around the project buildings suggested by concept architects together with microclimatic measurements of comfort conditions, in the light of current topographic and climatic conditions presented by the head architect. However, presentation of these topographic and microclimatic measurements around currently completed temporary classrooms of the university campus have not yet been completed. The topography of the university campus, which is at an altitude higher than that of Konya centrum, is exposed to an extremely high wind velocity. The pedestrian-level comfort conditions are measured using Delta OHM instrument. The study also aims to compare pedestrian-level comfort conditions at locations of various buildings. In addition, outdoor comfort survey was also conducted in the campus area. However, measurement results of the microclimatic measurement device, DeltaOHM, are evaluated in this study. It can be observed from the results that pedestrian-level comfort of current campus settlements around the buildings reach very discomforting levels. Since the university’s topography varies between very high and very low temperature levels and wind velocity values, climatic comfort problems are observed in the area. Some reasons for the discomfort problems observed in current settlement are; incorrect use of climatic parameters, incorrect directions of buildings, thermal effects due incorrect selection of materials used in constructions of buildings. In order to achieve thermal comfort, more studies are required on pedestrian-level comfort, use of passive design techniques such as correct direction of buildings and correct selection of materials utilized in the buildings based on their thermal effects. This would help university campus buildings consume less energy and maximize people’s satisfaction.
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Zaitsev, A. A., and V. G. Ofrikhter. "THE RESULTS OF FIELD TESTS OF WEAK SOILS." Construction and Geotechnics 10, no. 2 (December 15, 2019): 56–65. http://dx.doi.org/10.15593/2224-9826/2019.2.05.

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Organization of construction on sites built of weak soils is associated with certain problems, one of which is the construction of temporary roads and foundations for building mechanisms (pile drivers, cranes, etc.). Temporary roads necessary attributes of any construction, ensuring the availability of facilities and linear structures. One of the features of the temporary roads is their erection in accordance with the staged scheme of the organization of construction. Physico-mechanical characteristics of the soils are necessary for the design of such passages using which it is possible to perform calculations using approved soil models. During civil engineering processes on weak soils, it is also important to preserve geological diversity, which is possible with a comprehensive assessment of soil properties. Work on weak soils, even at the survey stage, is associated with accessibility problems due to their low bearing capacity. Usually travel by transport on such soils in warm season is impossible. Evaluation of the physico-mechanical properties of weak soils is possible using lightweight portable devices that can be delivered to the testing sites manually. This paper presents the results of the evaluation of the mechanical characteristics of weak soil using lightweight portable devices such as probe penetrometer, vane shear meter, and dynamic density meters. Soil properties obtained during field tests can be used as input parameters for design models, the use of which allows to perform immediate out calculations temporary road construction or the base for the construction mechanism. Works performed according to the proposed method are of low laboriousness, low cost and high efficiency, do not require the use of mechanisms and can be performed by one person.
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Nathansohn, Nof, Molly Mason, David Allen White, Hugh Timothy Ebdy, Yaara Yacoby, Hila Sharabi, and Lawrence Sass. "Design for disassembly: Using temporary fabrication for land politics in the Negev." International Journal of Architectural Computing 18, no. 2 (May 28, 2020): 155–73. http://dx.doi.org/10.1177/1478077120924738.

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Political conflicts have increasingly displaced people from their homes, necessitating various forms of temporary structures and housing. However, these shelters are often one-size-fits-all and do not take into account the individual requirements, family structures, or cultural needs of these communities. This article explores how digital fabrication can be used to empower disenfranchised communities to act as their own architects. Because the police demolish the structures in Al Araqib every 3 weeks, the residents have to rebuild their structures, and appropriate architecture as a resistance tool, and not only as a housing solution. This circumstance allows us to develop a structure designed primarily for the condition of rapid disassembly that can additionally be produced with a low-tech setup of a mobile computer numerical control router. Through this case study with the Bedouin village Al Araqib in the Negev Desert, we introduce the term community-specific design, present our methodology for designing and fabricating a temporary structure in collaboration with the community, and outline the logistics for a future mobile infrastructure. Beyond aiding the Bedouin’s fight for justice, our intention as designers, acutely aware of the power of technology and architecture, is to harness both physical and digital tools in an effort to create innovative systems that can be leveraged by unrecognized populations struggling for cultural survival.
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Peng, J. L., D. V. Rosowsky, A. D. Pan, W. F. Chen, and S. L. Chan. "Simplified Modeling and Analysis of Pattern Loading Effects on Shoring Systems During Construction." Advances in Structural Engineering 1, no. 3 (July 1998): 203–18. http://dx.doi.org/10.1177/136943329800100305.

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This paper examines the effect of concrete placement patterns on temporary structures. Specific consideration is given to scaffold shoring systems used in construction. A simplified two-dimensional portal frame model is developed to investigate the system stability for different load patterns corresponding to different concrete placement procedures. Then, a three-dimensional structural model is developed to identify the location and magnitude of the critical formwork load both during and after concrete placement. A second-order elastic analysis of the system is performed to determine the critical loads. For the sway case, there exists a unique critical (collapse) load which is independent of load pattern (placement paths) and partial loads. However, the amount of lateral deflection varies for different load patterns or paths. Thus, a single limiting lateral deflection of the temporary structure may not be suitable as an early-warning index signaling imminent collapse during construction. An analysis based on the concept of influence surfaces confirms that an equivalent uniform load may be used in design to account for pattern loading during construction.
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Padilla-Rivera, Alejandro, Ben Amor, and Pierre Blanchet. "Evaluating the Link between Low Carbon Reductions Strategies and Its Performance in the Context of Climate Change: A Carbon Footprint of a Wood-Frame Residential Building in Quebec, Canada." Sustainability 10, no. 8 (August 2, 2018): 2715. http://dx.doi.org/10.3390/su10082715.

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The design and study of low carbon buildings is a major concern in a modern economy due to high carbon emissions produced by buildings and its effects on climate change. Studies have investigated (CFP) Carbon Footprint of buildings, but there remains a need for a strong analysis that measure and quantify the overall degree of GHG emissions reductions and its relationship with the effect on climate change mitigation. This study evaluates the potential of reducing greenhouse gas (GHG) emissions from the building sector by evaluating the (CFP) of four hotpots approaches defined in line with commonly carbon reduction strategies, also known as mitigation strategies. CFP framework is applied to compare the (CC) climate change impact of mitigation strategies. A multi-story timber residential construction in Quebec City (Canada) was chosen as a baseline scenario. This building has been designed with the idea of being a reference of sustainable development application in the building sector. In this scenario, the production of materials and construction (assembly, waste management and transportation) were evaluated. A CFP that covers eight actions divided in four low carbon strategies, including: low carbon materials, material minimization, reuse and recycle materials and adoption of local sources and use of biofuels were evaluated. The results of this study shows that the used of prefabricated technique in buildings is an alternative to reduce the CFP of buildings in the context of Quebec. The CC decreases per m2 floor area in baseline scenario is up to 25% than current buildings. If the benefits of low carbon strategies are included, the timber structures can generate 38% lower CC than the original baseline scenario. The investigation recommends that CO2eq emissions reduction in the design and implementation of residential constructions as climate change mitigation is perfectly feasible by following different working strategies. It is concluded that if the four strategies were implemented in current buildings they would have environmental benefits by reducing its CFP. The reuse wood wastes into production of particleboard has the greatest environmental benefit due to temporary carbon storage.
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Gravina da Rocha, Cecilia, Hana B. C. El Ghoz, and Sidnei Jr Guadanhim. "A model for implementing product modularity in buildings design." Engineering, Construction and Architectural Management 27, no. 3 (October 17, 2019): 680–99. http://dx.doi.org/10.1108/ecam-02-2019-0096.

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Purpose The purpose of this paper is to examine the fundamental underpinnings of product modularity and how these can be adapted to construction and its specificities (e.g. one-off products delivered by temporary supply chains) to create a model to design modular buildings. Design/methodology/approach This research adopts a design science research approach. Explanation I (substantive theory devising based on the analysis of an artefact ‒ a low-income housing project) is used, followed by Solution Incubation (a model to implement product modularity in buildings design). Findings The model allows product modularity to be implemented at distinct levels (i.e. building, systems and components) at a single stage (building design), different from manufacturing where each level is considered at a distinct stage. This is in line with the project investigated: modularity was considered for house layouts, roof types and gable formats. Practical implications The model provides a hands-on tool for practitioners to design modular buildings. The low-income project is also extensively detailed: three-dimensional models, floor plans and conceptual diagrams (outlining how fundamental underpinnings were applied at each level) are presented. There is a lack of comprehensive accounts such as the one presented here to demonstrate the application of product modularity in real-world projects. Originality/value This paper identifies and adapts the fundamental underpinnings of product modularity to construction, and it details how these were applied to a low-income housing design at distinct levels. Based on these two endeavours, a model to implement product modularity in buildings design is proposed.
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Dissertations / Theses on the topic "Temporary structures (Building) – Design and construction"

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McKinney, Bradley W. "An architecture of total loss : building learning communities, growing learning spaces." Virtual Press, 2004. http://liblink.bsu.edu/uhtbin/catkey/1286420.

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This document voices the story of siting and constructing a hidden, "squatted studio" space within a bridge superstructure over the White River in downtown Anderson, Indiana. It includes interpretations of this "build-design-build" project; a field study (CapAsia) in Sri Lanka with faculty and students from the University of Moratuwa; and the author's work alongside undergraduate design students and faculty colleagues at Anderson University, Anderson, Indiana. The project documents and extends occasions of experience that inform a pedagogy of total loss teaching. The `squatted studio' is presented as architectural form and practice congruent with a total loss approach to learning understood by these statements: there is nothing to gain by total loss teaching as there is no profit in it-waste nothing, and make useful everything at hand. The subversive transformation of materials and space by communities of learners illuminates the affects of total loss teaching.
Department of Architecture
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Mårtensson, Johan, and Jonatan Bengtsson. "Från BIM-modell till beräkningsprogram : Kompatibilitet mellan Tekla Structures 21 och FEM-Design 15 3D Structures." Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-33720.

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Building designing can be made by a powerful tool, BIM-programs. With these programs, you quickly get a view of future design. Elements of the model are intelligent, which means that they are more than just some dashes. These intelligent elements can be analytically studied with programs that make calculations according to finite element methods. This report describes the export of BIM-elements into a calculation program that calculates static using the finite element method. Applications for the method and appropriate project size and complexity is described in the report. The software used in the case studies in the report is the BIM modelling software Tekla Structures 21 and the calculation program FEM-Design 15. To determine if the connection between the chosen applications are possible, two case studies has been made. The case studies have shown that a one-way transfer from Tekla to the FEM-Design is possible and useful. But because the reversal is not possible when the calculations and analysis are completed, the method can't be implemented in an automatized BIM- design.
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Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.
Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.
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Gkantou, Michaela. "Response and design of high strength steel structures employing square and rectangular hollow sections." Thesis, University of Birmingham, 2017. http://etheses.bham.ac.uk//id/eprint/7522/.

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The application of high strength steels (HSS) in the construction industry can lead to more economic design and profound sustainability benefits. To facilitate their use in modern practice, most international structural design codes have included HSS within their contents. Due to limited test data at the time of publishing, HSS design provisions are largely based on those for mild steel, with some restrictions, due to HSS’s inferior ductility and strain-hardening characteristics. Hence, further investigation on the applicability of such design specifications to HSS is required. To this end, within the present research work the structural performance of high strength steel structures employing square and rectangular hot-finished hollow sections is rigorously investigated. Meticulously generated finite element models of individual structural components are validated against test data and subsequently used for the generation of additional structural performance data through the execution of parametric studies. Implementing the aforementioned methodology, focus is also placed upon the structural performance of HSS trusses, whilst the possibility of applying prestress to them to enhance their behaviour is examined. Based on the obtained results, the suitability of current codified design methods to HSS is assessed and appropriate design recommendations are made.
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Tomoi, Masatoshi. "Reliability-based design for Japanese timber structures using Canadian S-P-F dimension lumber." Thesis, University of British Columbia, 1991. http://hdl.handle.net/2429/30106.

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Reliability levels of Japanese 2x4 wood frame structures were evaluated using lumber property data derived from evaluation of Canadian Spruce-Pine-Fir dimension lumber. The evaluations were made using the "Standard for Limit States Design of Steel Structures (Draft)", which was newly published by the LRFD Subcommittee of Architectural Institute of Japan, and In-Grade Data obtained by a Canadian Wood Council research project. These analyses were implemented using the computer program "RELAN" developed by Dr. R.O. Foschi at UBC and Monte Carlo simulations. Reliability levels of current Japanese 2x4 wood frame structures were also evaluated. Recommendations were made to encourage the application of limit states design into existing Japanese design methods.
Forestry, Faculty of
Graduate
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Besgul, Ozge. "Design And Production Of Steel Buildings: A Case Study In Ankara." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607871/index.pdf.

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It is vital that Turkey keep abreast of developments in the world and build up its technology to become a developed country. Steel construction is one of these areas. In this context, the main purpose of this study was to define, analyze and evaluate the general characteristics of structural steel and steel construction with the purpose of throwing new light on its advantages and disadvantages. Within this framework, a literature survey was conducted on structural steel components and structures
and on steel construction in Turkey. Additionally, a case study was carried out on a steel office building in Ankara. In this, the Tü
rkiye Esnaf ve Sanatkar Kredi Kefalet Kooperatifleri Merkez Birligi (TESKOMB) Building was investigated in terms of the design and production criteria for steel structures and to determine problems faced during these processes. As a result of this study, the existing condition of the construction sector and the means to improve use of structural steel in Turkey were discussed more realistically.
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Quezada, Ramos Eder Nel, and Arone Yaneth Serrano. "Propuesta del Factor de Amplificación dinámico de la Norma Peruana E.030 para el Diseño Sismorresistente de torres altas con sistema estructural núcleo rígido mediante análisis tiempo-historia en la ciudad de Lima." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/650362.

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La presente investigación propone un procedimiento general de análisis para edificios altos sobre la base de los requerimientos de la Norma Peruana E.030. Primero, se realiza la configuración estructural de los edificios, se define el número de edificios y la cantidad de niveles, así como el sistema estructural predominante. Luego, se definen las características de los materiales, las cargas y las combinaciones. Los casos de estudio que se desarrollan se basan en edificaciones altas peruanas existentes como el Hotel Westin Libertador y el Banco de la Nación. Para la configuración estructural se utilizó el sistema estructural de núcleo rígido debido a su gran versatilidad y funcionalidad. Después, se describen los métodos de análisis de estructuras altas y se procede con el análisis de la verificación de derivas y realizar una comparación de la cortante en la base mediante el análisis estático, análisis dinámico modal espectral y análisis lineal tiempo historia. Para el análisis tiempo historia se empleó 5 registros peruanos espectro compatible, mientras que para el diseño de las placas de concreto armado se usó el análisis modal espectral.
Abstract. Currently, there is an increase in the demand for tall buildings in the city of Lima. This research proposes to reduce the dynamic amplification factor through the seismic design of tall buildings based on the requirements of Peruvian code considering that they are regular in plan and height. Mini-mum base shear values according to the comparison of static seismic shear and dynamic shear from spectral modal analysis were reviewed for cases of buildings larger than 120 meters. The study of 28 reinforced concrete build-ings was proposed, with different heights - varying from 24 to 36 floors, with different floor configurations, as well as the arrangement of the walls considering as a rigid core structural system. Additionally, the characteristics of the materials, the loads and combinations were defined. The responses of these buildings were determined by the response spectrum analysis (RSA) and then compared with those obtained by the lineal response history analy-sis (LRHA), for the last analysis, five Peruvian seismic records were used and scaled to 0.45g. The seismic responses of the LRHA procedure were taken as benchmark. The result of this study is the analysis and proposal of the C / R factor for high-rise buildings, as well as obtaining the base shear and drift verification. Minimum base shear values can be reduced for high or long-term buildings, being regular in plan and height.
Trabajo de investigación
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Risen, Jeremy D. "Indianapolis department store architecture : the national and local development of the department store building type." Virtual Press, 2000. http://liblink.bsu.edu/uhtbin/catkey/1178347.

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The department store retailing concept grew out of the nineteenth century dry goods retail trade. Dry goods stores were usually housed in a group of nineteenth century commercial buildings. As the United States became more prosperous during the late nineteenth century, dry goods establishments outgrew their buildings and developed a new department store building type. The "second generation" store design was generally tripartite: large ground floor display windows, intermediate stories with regular banks of windows, and decorative upper one or two stories capped with an elaborate cornice. These flagship buildings were expanded and remodeled until the 1950s, when the focus of department store retailing shifted to the suburban branch stores. The branch stores anchored shopping centers in the 1950s and 1960s and enclosed shopping malls thereafter.
Department of Architecture
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Farsi, Mohammed Naboussi. "Identification des structures de génie civil à partir de leurs réponses vibratoires : vulnérabilité du bâti existant." Université Joseph Fourier (Grenoble), 1996. http://www.theses.fr/1996GRE10257.

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Le but de ce travail est de developper des outils pour la determination des caracteristiques vibratoires des structures de genie civil, et leur application en vue d'une amelioration de la reglementation parasismique, voire d'une estimation de la vulnerabilite sismique. Une technique d'identification multi-excitations est presentee, permettant la prise en compte des couplages entre les differents types de mouvements, et egalement celle de l'interaction sol-structure. Elle est ensuite appliquee a deux types de donnees: le premier provient d'une experience sur table vibrante (donnees cassba), et le second d'un ensemble de 49 batiments californiens ayant subi divers seismes recents. L'analyses des donnees cassba montre, outre des non-linearites pour l'essentiel reversibles dependant du niveau d'excitation, un tres fort controle des mouvements par le decollement de la base. L'importance numerique du de donnees californiennes permet d'etablir des relations statistiques correlant la periode et l'amortissement des modes fondamentaux aux dimensions geometriques (dont la plus importante est la hauteur), et a la structure du batiment. Leur comparaison avec certaines formules reglementaires (ubc88, rpa88, afps90), montre clairement le caractere conservatif des formules francaises. Par ailleurs, l'analyse comparative des erreurs residuelles entre les identifications mono et multi-excitations suggere l'importance des couplages entre les mouvements transverses et longitudinaux, et, pour certains batiments, de l'interaction sol-structure. Un troisieme volet amorce une etude de vulnerabilite du bati existant dans l'agglomeration grenobloise. Les differentes methodes utilisees conduisent toutes a des resultats similaires, indiquant un risque sismique non-negligeable dans cette ville, compte tenu des phenomenes d'amplification qui affectent l'ensemble de la cuvette. En outre, les mesures de bruits de fond realises sur quelques dizaines de batiments grenoblois montrent d'une part la fiabilite de cette methode simple pour l'estimation des frequences propres et des deformees modales, et d'autre part, la meilleure representativite des formules afps90 pour les batiments a murs-voiles
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Bočková, Andrea. "Stavebně technologický projekt přípravy a realizace administrativní budovy firmy TREFAL, spol. s r.o." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409917.

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The aim of this thesis is the development project of the firm TREFAL, Spol. s.r.o. The object SOO2 - Administrative building - that is a constituent of the area of TREFAL, Spol. s.r.o. is discussed topic of this thesis. The main focus is the construction development of the monolithic supporting construction objects. The thesis further depicts and investigates accompanying and overall technical report, an implementation study of the main technological stages, situational designs, a solution of the broader traffic relations including a proposal for the supplementation of the construction development, BOZP plan, budget and timeline, a proposal for the new local communication and following textual and design documentation according to the thesis assignments.
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Books on the topic "Temporary structures (Building) – Design and construction"

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Ballast, David Kent. The architecture of temporary structures. Monticello, Ill., USA: Vance Bibliographies, 1987.

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Carden, Lyle P. Investigation of flange failures in falsework cap and sill beams: Recommendations for the design of beams and posts in bridge falsework. Sacramento, CA: California Dept. of Transportation, Division of Research and Innovation, 2008.

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Bennett, B. W., James Dann, Johnson Emma, and Reynolds Ryan. Once in a lifetime: City-building after disaster in Christchurch. Christchurch, New Zealand: Freerange Press, 2014.

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Ratay, Robert T. Temporary structures in construction. New York: McGraw-Hill Professional, 2012.

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R, Illingworth J. Temporary works: Their role in construction. London: T. Telford, 1987.

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McBride, Scott. Building outdoor structures. Newtown, CT: Taunton, 2007.

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Design of wood structures. 2nd ed. New York: McGraw-Hill, 1988.

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Breyer, Donald E. Design of wood structures. 3rd ed. New York: McGraw-Hill, 1993.

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R, Narayanan, ed. Steel structures: Advances, design, and construction. London: Elsevier Applied Science, 1987.

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Smith, Bryan Stafford. Tall building structures: Analysis and design. New York: Wiley, 1991.

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Book chapters on the topic "Temporary structures (Building) – Design and construction"

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Hume, Ian. "Scaffolding and Temporary Works for Historic Structures." In Structures & Construction in Historic Building Conservation, 226–31. Oxford, UK: Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470691816.ch14.

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Pérez-García, A., F. Gómez-Martínez, A. Alonso, V. Hernández, J. M. Alonso, P. de la Fuente, and P. Lozano. "Architrave: Advanced Analysis of Building Structures Integrated in Computer-Aided Design." In Construction and Building Research, 123–30. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7790-3_17.

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Hong, Geonho, Youngsoo Chung, and Hyekyo Chung. "Rehabilitation of the Kumho Group Seoul Headquarters, Korea." In Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures, 95–114. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.095.

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<p>This paper is a case study of an office building rehabilitation in Seoul, Korea. The partly built building, originally designed as a general office building, contained 20 stories above and seven below ground. After the first floor slab was constructed, construction was stopped because of financial difficulties of the previous owner. The new owner revised the architectural plan, design, and height of the building with 29 stories above and eight below ground. Because of the long-term stop of the construction and change of the architectural design, large-scale repair and rehabilitation work was carried out in 2006.</p>
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Ranzi, Gianluca, Graziano Leoni, Raymond Ian Gilbert, Luigino Dezi, and Riccardo Zandonini. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams." In Time-dependent behaviour and design of composite steel-concrete structures, 61–82. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch4.

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<p>This chapter provides an overview of the work carried out to date on the long-term behaviour of composite steel-concrete beams. In the first part of the chapter, a description of the components forming a composite member is presented. This is followed by an outline of the main kinematic concepts, such as full and partial shear interaction, that influence the structural response of this form of construction due to the flexibility of the shear connection provided between the concrete and steel components. The review of the work performed on the time-dependent behaviour of concrete and its influence on the long-term structural response of composite beams for building and bridge applications is then presented. The modelling and experimental work considered in the review highlights the importance of considering concrete time effects, when predicting the in-service response of composite beams.</p>
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Morris, Gareth, Mark Browne, Kirsti Murahidy, and Mike Jacka. "Christchurch Town Hall Complex: Post-Earthquake Ground Improvement, Structural Repair, and Seismic Retrofit." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 145–72. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.145.

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<p>The Christchurch Town Hall (CTH) complex contains six reinforced concrete buildings constructed circa 1970 in Christchurch, New Zealand (NZ). The complex is used for performing arts and entertainment, with an Auditorium that is internationally recognized for its acoustics. It is listed as a Grade-1 heritage building due to its cultural and historical significance. Unfortunately, the CTH foundation system was not originally designed to accommodate liquefaction-induced differential settlement and lateral spreading effects, as highlighted by the 2010–2011 Canterbury earthquake sequence. Although the most extreme ground motions exceeded the NZS 1170.5 code-defined 1/2500 year earthquake loads, the CTH structures performed remarkably well for a design that pre-dated modern seismic codes. Most of the observed structural damage was a result of the differential ground deformations, rather than in response to inertial forces. The post-earthquake observations and signs of distress are presented herein. The primary focus of this paper is to describe two major features of the seismic retrofit project (initiated in 2013) which were required to upgrade the CTH complex to meet 100% of current NZS 1170.5 seismic loadings. Firstly, the upgrade required extensive ground improvement and a new reinforce concrete mat slab to mitigate the impacts future ground deformations. Soil stabilization was provided by a cellular arrangement of jet-grout columns, a relatively new technique to NZ at the time. The new mat slab (typically 600-900 mm) was constructed over the stabilized soils. Secondly, upgrading the superstructure had many constraints that were overcome via a performance-based design approach, using non-linear time-history analysis. Recognizing the heritage significance, the superstructure “resurrection” as a modern building was hidden within the original skin minimized disruption of heritage fabric. Retrofit solutions were targeted, which also minimized the overall works. The 2015–2019 construction phase is briefly discussed within, including jet-grout procedures and sequencing considerations.</p>
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French, Raechel. "School Change: Emerging Findings of How to Achieve the “Buzz”." In Teacher Transition into Innovative Learning Environments, 61–72. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7497-9_6.

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AbstractThis chapter explores emerging findings from the research question, “What characterizes a successful transition of a school from traditional classrooms to an innovative learning environment in the context of the design and construction process?” Many schools today are trading in their identical classroom model for activity-driven, technology-infused spaces and envision a future in which teaching, culture, and space align seamlessly resulting in the intangible “buzz” of engaged learning. However, research and experience show many of these schools fail to supplement the design and construction process with initiatives to align teaching practices, organizational structures, and leadership with the intended vision. This often results in a misalignment between the pedagogical goals of the building and its subsequent use. To provide a research-based course of action for transitioning schools and a basis for future Ph.D. study, exploratory case studies were completed of schools operating in new buildings and having achieved this “buzz”. Emerging best-practice processes and tools are shared.
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"Introduction." In Design Solutions and Innovations in Temporary Structures, 1–11. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-2199-0.ch001.

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Chapter 1 is an introduction to the book and provides an overview of the areas in which temporary structures are used, namely the construction and repair of buildings and bridges. A description of the different types of temporary structures is given together with an overview of the problems which may arise in temporary structures projects. The differences between temporary structures projects and projects for permanent structures are highlighted. An introduction to the particularities of the design, assembly, maintenance and operation of temporary structures is presented in this chapter. It is also emphasised that the book compares the design codes used in the USA, Europe, Australia and Hong Kong. Finally, the chapter concludes with an overview of the remaining chapters of the book.
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"Research on architecture and structure integrated design of temporary venues aimed at low carbon construction." In Sustainable Buildings and Structures, 225–30. CRC Press, 2015. http://dx.doi.org/10.1201/b19239-38.

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Rajapakse, Ruwan. "Temporary Structures." In Construction Engineering Design Calculations and Rules of Thumb, 371–84. Elsevier, 2017. http://dx.doi.org/10.1016/b978-0-12-809244-6.00021-4.

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"Building Structures for Nuclear Plants." In Design and Construction of Nuclear Power Plants, 27–62. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2013. http://dx.doi.org/10.1002/9783433602775.ch4.

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Conference papers on the topic "Temporary structures (Building) – Design and construction"

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Piacenza, Joseph, Irem Y. Tumer, Robert B. Stone, Jeffrey Knighton, and Ihab Elzeyadi. "Towards a System Analysis and Integration Framework for Early Design Trades in Sustainable Building Design." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-64149.

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The design and implementation of net-zero energy and water commercial buildings is a high-performance alternative to traditional structures. The complexity of engineering and architectural design strategies required to achieve post-construction net-zero standing requires an integrated design approach, utilizing an array of novel sustainable building design technologies. Here, we document the schematic design timeline of the Oregon Sustainability Center (OSC), a 150,000 ft2 net-zero energy commercial “smart” building slated for construction in Portland, Oregon. The design of the OSC is constrained around guidelines described in the Living Building Challenge (LBC), a building standard for sustainable, net-zero energy and water design in modern construction. This paper identifies the primary OSC design considerations, mechanical subsystems required to achieve these goals, as well the various stakeholders associated with the project. A correlation between stakeholder influences on design decisions is mapped demonstrating the relevance of peripheral effects on the design process. The intent of this case study documentation is to work toward an integrated approach to sustainable building design based on the goal of making critical design decisions strategically during the design process, conserving both financial and temporal resources. An integrated design framework for net-zero energy and water subsystems will assist in creating replicable sustainable building designs.
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Gorbunov, Maksym. "Design of a Multi-Use, Highly Efficient Intermodal Container System." In ASME 2013 Rail Transportation Division Fall Technical Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/rtdf2013-4709.

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This paper details the design of a shipping container concept with a purpose of being not only highly efficient in transport but also after arrival. In order to reduce mass while also increasing the ability to carry heavier loads, Lightweight structures and materials are employed instead of simple steels or cast iron used in current designs. The second goal of the design was to create a weld free structure that can be easily assembled and disassembled without the need for special labor and skills saving time, space and resources when shipping empty container or storing containers that are not in use. Shipping containers often clutter construction sites and temporary establishments like concerts and flea markets. By being able to break down and efficiently store containers businesses in charge of these temporary establishments can save valuable real estate and run much more efficiently. Another design feature is creating an entirely modular system. Each container is made from completely interchangeable parts that can be swapped in and out for ones that have different function like container variations that provides insulation or active temperature or humidity control for temperature sensitive products or high security configurations for hazardous materials or expensive goods. In order to provide such interchangeability, the frame is designed to be strong and rigid enough to be able to handle the required loads without relying on wall plates. The combination of these design points leads to a transportation system that can not only be deployed using existing intermodal infrastructure but can serve a secondary purpose once it arrives at its destination. Because the containers are modular and highly versatile, they can be assembled into large floor space, multistory structures. Containers and trailers normally used as office space at construction sites are cramped, uncomfortable and very unsightly. Using this system, large two story office space of several thousand square feet can be erected using no more than a dozen containers. The modular walls can be used to swap in ceiling or wall panels that let in natural light, harness solar power or allow plumbing systems, electrical wiring, thermal insulation or ventilation. Because of the weld-free design and ultra-lightweight components, structure assembly and disassembly is simple with unskilled labor and common tools. This is especially important because the most impactful application of this system could be in disaster relief. Single containers can be used as substitutes for single family homes and large container assemblies can be used to create anything kind of community use structure from shower clusters to temporary schools to dining halls to administrative buildings creating a sustainable temporary community.
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Dashti, Hussain. "Robotic Fabrication as Catalysts for Emergent Topologies and Traditions: Nomadic Small Pavilions and Permanent Mega Structures in Kuwait." In International Conference on the 4th Game Set and Match (GSM4Q-2019). Qatar University Press, 2019. http://dx.doi.org/10.29117/gsm4q.2019.0015.

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This paper reviews tendencies and drives for future parametric computational design and robotic fabrication/construction automation. It sheds light on the local current impact of the computational paradigm and mass-customized robotic fabrication in Kuwait. This paper is intended to answer the following two questions: Is parametric design and robotic fabrication allowing for emergent architectural topologies? Is robotic fabrication a catalyst for legitimizing change in architectural traditions at a local level? This has been experimented on two building scales. One with more ephemeral or transient nomadic pavilions, designed by the author, intended to demand our momentary attention, offering essential opportunities for research, experimentation, heuristic testing and prototyping - public delight and exposure. Though impermanent, these can even go so far as to be catalysts for positive change displaying affirmative qualities of temporal architecture. On the other hand, the author shares parametric design and robotic fabrication practices/consultation on local permanent mega structures currently under construction. Such mega buildings act as proof that geometrically complex buildings do not stay in the realm of small experimental and heuristic research only, but incorporated in large-scale complex building, branding and placing countries on the global map. Robotic fabrication and construction gives rise to new paradigms such as "zero-tolerance" building with "file-to-factory" production allowing for Ruskinian tectonics blending structures with ornamental aesthetics, similar to gothic architecture. With the profusion of robotic fabrication and construction, the author claims that change in the physical built environment is eminent. A final inquiry will be raised as a future research topic pertaining to robotic in-situ "mobility-on-demand", Artificial Intelligence, "Machine Learning", "Big Data" and "evolutionary robotics" which raises the question of what will our future mass-customized cities look like and what type of physical infrastructure is needed to facilitate mobile robotic fabrication and construction.
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Soane, Alastair, and John Cutlack. "Temporary demountable structures." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2803.

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Kamal, Athar, Sami G. Al-Ghamdi, and Muammer Koc. "Building Stock Inertia and Impacts on Energy Consumption and CO2 Emissions in Qatar." In ASME 2019 13th International Conference on Energy Sustainability collocated with the ASME 2019 Heat Transfer Summer Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/es2019-3854.

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Abstract Greenhouse gas emission reduction and the consequent decrease in the environmental impacts of fossil fuel can be achieved by cutting back on energy consumption in the building sector that consumes around 30% of total final energy around the globe. The building sector is a complex component of the modern economy and life and includes diverse types of structures, uses, and energy patterns. Such variability is a result of the way that buildings are designed, built, and used in addition to the variations of their materials, equipment, and users. From the start of the construction phase until their demolition, buildings involve energy consumption. A single building’s energy consumption pattern can be called its energy inertia, that is the way it consumes energy throughout its lifetime. Energy consumption also varies according to the age of the buildings. As a building gets older, its structure and equipment start losing their efficiency and often lead to increasing energy consumption over time. At any given time, the building sector is composed of structures of various ages. Some are under construction, others are recently built, some have lived to be mature and some quite old enough to be demolished. This complexity in the building sector creates a momentum against implementation of policies that reduce energy consumption. In this study, a system dynamic model is developed to perceive the temporal evolution of energy consumption and efficiency measures for the villa-type building stock in Qatar. This model tests energy efficiency policy measures such as renovation rates of 15 and 30 years, for buildings that are considered old, and also examines implementation of technology and building codes for new buildings. Results reveal savings of between 157 GWh and 1,275 GWh of electricity and reduction in CO2 emissions ranging from 77,000 tonnes to 602,000 tonnes.
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Hertle, Robert, and Thomas Hertle. "Particular stability aspects of temporary structures." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2771.

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Eulogio, Enrique Gonzalo Segovia, and Ramón Irles Más. "Design Criteria for Safety Nets in Building Construction." In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)210.

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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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Te, Tang. "Design of AP/CAP Construction Cover Module." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67682.

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The reactor building of AP/CAP nuclear power plant is constructed open top. Open-Top Construction can reduce construction time, but will result the reactor building easily affected by bad weather. The two self-reliance projects, Sanmen and Haiyang, use a temporary cover to help the reactor building to withstand bad weather. However, the effects of using this temporary cover were limited. Based on the project logic, construction method and lessons learned, a special cover support is invented and several temporary cover designs are developed. The new developed cover is named AP/CAP Construction Cover Module.
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DiGiovanni, Dean, Bill Jeng, and Agnes Wan. "High Performance Modular Building: Cost Effective Solutions for Design and Construction of a Sustainable Commercial Building." In Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.085.

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Reports on the topic "Temporary structures (Building) – Design and construction"

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Adams, Sunny E., Megan W. Tooker, and Adam D. Smith. Fort McCoy, Wisconsin WWII buildings and landscapes. Engineer Research and Development Center (U.S.), November 2020. http://dx.doi.org/10.21079/11681/38679.

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The U.S. Congress codified the National Historic Preservation Act of 1966 (NHPA) mostly through the National Register of Historic Places (NRHP), which requires federal agencies to address their cultural resources. 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. This report provides a World War II development history and analysis of 786 buildings, and determinations of eligibility for those buildings, on Fort McCoy, Wisconsin. Evaluation of the WWII buildings and landscape concluded that there are too few buildings with integrity to form a cohesive historic district. While the circulation patterns and roads are still intact, the buildings with integrity are scattered throughout the cantonment affecting the historic character of the landscape. Only Building 100 (post headquarters), Building 656 (dental clinic), and Building 550 (fire station) are ELIGIBLE for listing on the NRHP at the national level under Criterion A for their association with World War II temporary building construction (1942-1946) and under Criterion C for their design, construction, and technological innovation.
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