Готові списки джерел за темами / Building, Fireproof Design and construction

Добірка наукової літератури з теми "Building, Fireproof Design and construction"

Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 28 січня 2023

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Статті в журналах з теми "Building, Fireproof Design and construction"

1

Yang, Wenxu, B. H. Abu Bakar, Hussin Mamat, and Liang Gong. "A New, Green, Recyclable Fireproof Insulation Board for Use in Integrated Composite Structure Fire Protection Systems." Fire 5, no. 6 (November 29, 2022): 203. http://dx.doi.org/10.3390/fire5060203.

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A fireproof insulation board can be recycled, and the raw materials used in its production are very environmentally friendly, non-toxic and non-hazardous, and bring no harm to the human body and the surrounding environment. One practical application of fireproof insulation board is in an integrated composite structural fire protection system, which is a multidimensional comprehensive structural fire protection system proposed for the combined construction of buildings with different functions, such as horizontal and vertical, to ensure overall safety in the event of a building fire. The specific new technology of this new system includes an integrated structural fire protection system composed of a 3.00 h fire insulation board, which comes from the collection of textile scraps consisting of metals and buttons removed from clothes. To prove the effectiveness of this fireproof insulation board, its parameters were collected and put into FDS (FirG Dynamics Simulator, a CFD model of fluid flow during combustion developed by the National Institute of Standards and Technology), the fire safety goals considering the safety of building and personnel were established, and fire scene design based on the statistics of fire data and building codes was generated to test the safety of evacuation. To ensure the reliability of simulation results, an on-site physical fire test was conducted with the recycled insulation board. The result shows that the function of recycled board optimizes the phased evacuation design plan of personnel and solves the design difficulties of expanding fire zones and long evacuation distances when used in warehouses. Through the innovative design of the roof opening rate set at 30% and a hole spacing of 60 m, this underground fireproof insulation board is guaranteed to possess natural smoke exhaust conditions and can be used to improve public safety areas.
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2

Li, Jing, Peng Cao, Shuping Jiang, and Dandan Zhang. "Fire Resistance Test and Numerical Simulation on the Tube Structure of Steel–Concrete–Steel Immersed Tube Tunnel." Buildings 13, no. 1 (December 23, 2022): 33. http://dx.doi.org/10.3390/buildings13010033.

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To provide references for the fire prevention design of steel–concrete–steel immersed tube tunnels, four types of test conditions—no fire protection, fireproof coating insulation, single-layer seam fireproof boards, and double-layer seam fireproof boards—were carried out using partial full-size structural test members. Additionally, the thermal insulation effects of various fireproofing technology solutions were contrasted and analyzed. Combined with the numerical simulation analysis, the temperature distribution law inside the tube structure under various fireproofing measures and the temperature rise law of measuring points at different depths were studied, and the protective effect of the fireproof layers on the tube structure under high fire temperature was demonstrated. The results of the numerical simulation and the experimental data agree well. The results show that adding fireproof layers can significantly lower both the steel shell’s surface temperature and the depth of fire impact. Without fire protection, the surface temperature of the bottom steel shell exceeds 300 °C at 69 s, and the member bursts. The fireproof coatings are cracked and flaking and cannot meet the fire resistance limits. Both single-seam and double-seam schemes of calcium silicate boards can meet the fire resistance limit requirements and the latter has a better heat insulation effect.
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3

Kao, Shih Feng, Yu Shiang Wu, Chi Jan Huang, and Tsung Min Kuo. "Performance Tests of Surface Burning for Firestop Materials." Advanced Materials Research 194-196 (February 2011): 809–12. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.809.

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To prevent improper design and construction of fire compartments through-penetration in buildings, and in order to reinforce public building safety management, all beams, pillars, ceilings, floors, doors, walls, and interior decorative materials must have fireproof properties. Moreover, cable conduits, water pipes, and air ducts located in through-penetration sites within buildings should be properly designed to block the spread of smoke and hot air, thus, reducing losses due to fire disasters. This study used common firestop materials, such as firestop sheets, mineral wool, and two-pack fire barrier foam to conduct 10-min surface burning tests on individual substrates. The flame spread distance and smoke per minute were measured and recorded in order to calculate the Flame Spread Index (FSI) and Smoke Developed Index (SDI). The results showed that all three firestop materials meet with the ASTM E84 Class A.
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4

Álvarez, Manuel, Daniel Ferrández, Patricia Guijarro-Miragaya, and Carlos Morón. "Characterization and under Water Action Behaviour of a New Plaster-Based Lightened Composites for Precast." Materials 16, no. 2 (January 16, 2023): 872. http://dx.doi.org/10.3390/ma16020872.

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Plaster is a construction material widely used for the production of prefabricated parts in building construction due to its high capacity for hygrothermal regulation, its good mechanical performance, and its fireproof nature, among other factors. Its historical use has been linked to ornamental elements, although more recent research is oriented towards the industrialisation of plaster composites and the design of prefabricated parts for false ceilings and interior partitions. In this work, the behaviour against water of four new plaster-based composite materials is studied, using additions of two types of super absorbent polymers (sodium polyacrylate and potassium polyacrylate) and a lightening material (vermiculite) in their manufacturing process. In addition, the transmission of water vapour through the samples was studied together with the water absorption capacity of the samples in order to check the suitability of the use of plaster-based materials exposed to these environments. The results of this study show that composites with the addition of super absorbent polymers as well as vermiculite significantly improve their water performance compared to traditional materials up to 7.3% water absorption with a minimal (13%) reduction in mechanical strength compared to current materials with similar additions. In this sense, a plaster material is obtained with wide possibilities of application in the construction sector that favours the development of sustainable and quality buildings, in line with Goal 9 for Sustainable Development included in the 2030 Agenda.
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5

Yao, Jia Wei, Zhao Ming Hou, and Yi Shu Yao. "Insulation and Fireproof Performance of Several New Materials for Exterior Wall." Applied Mechanics and Materials 174-177 (May 2012): 1290–93. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.1290.

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Exterior insulation is currently promoting a building energy-saving insulation technology. Compared with internal insulation, it is a reasonable technique and has its obvious advantages. However, in the insulation material, thermal insulation effect is better, fireproof performance is often worse. Through analyzing several external wall insulation materials’ insulation and fireproof performance, the article recommends a kind of external wall thermal insulation material with good insulation and fireproof performance, to meet the construction needs.
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6

HAYAMI, Kiyotaka. "CONSTRUCTION AFTER APPLICATION OF THE FIREPROOF BUILDING BELT IN OFUNATO TOWN." Journal of Architecture and Planning (Transactions of AIJ) 87, no. 791 (January 1, 2022): 184–94. http://dx.doi.org/10.3130/aija.87.184.

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7

Shao, Jun Yi, and Dong Wang. "The Integration of New Technology Research on Composite Inorganic Fiber Acoustic Insulation Spray in Engineering Construction." Applied Mechanics and Materials 580-583 (July 2014): 2239–43. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.2239.

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Composite inorganic fiber spray technology was based on high-strength interfacial agent, then sprayed an appropriate mixed proportion of ultrafine diameter (D <4μm) composite inorganic fibers, adhesives, cement and other raw materials through a dedicated spray equipment on the building roof (ceiling) or flank, which formed a homogeneous, porous, durable and eco-friendly cover layer. The key technology is combined composite inorganic fiber sprays’ adhesive, mixing, porous, insulation and acoustic fireproof mechanism with three key technology working principles " high-strength interfacial agent sector coverage ", " composite inorganic fibers + adhesive multiple mixed spray " and " continuous overall seamless fireproof insulating layer ", to achieve integrate engineering effects of insulation, fastness, energy-efficient, sound-absorbing and homogeneous coverage. The new technology solves acoustic insulation problems of public buildings with fireproof requirements as: underground garage ceiling, elevator shafts and fire passage, etc.
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8

Wang, Jin Ping. "The Discussion on Fire Load Maximum of Building." Applied Mechanics and Materials 166-169 (May 2012): 2709–12. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2709.

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Fire load exists in the building, and it is generally not the origin of fire occurred and spread, so attention has not been beloved paid although the fire size is closely related with it. It plays an important role in performance-based fireproof design, but the abroad data is used always, then which is not in accordance to the situation of our country. The article is based on national and international standards, and calculated the fire load theoretical maximum of the building to protect the building fire safety and can be referred by performance-based fireproof designer, so we can control the fire dangerous of the building, and then grasp the critical moment while the fire happened.
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9

KAKAE, Norichika, Takuzo IDA, Hideki ISHII, and Keiichi MIYAMOTO. "EFFECTS OF PAINTING AND INSULATION ON A FIREPROOF COATING." AIJ Journal of Technology and Design 27, no. 65 (February 20, 2021): 259–64. http://dx.doi.org/10.3130/aijt.27.259.

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10

Rowen, Jonah. "Building Fears of Fire." Journal of the Society of Architectural Historians 81, no. 4 (December 1, 2022): 476–94. http://dx.doi.org/10.1525/jsah.2022.81.4.476.

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Abstract While scholars have studied both the visual and material culture of slavery and the history of efforts to design cities to avert fire, the two topics have not often overlapped. In the southern United States during the antebellum period, fire was a “weapon of the weak,” and architects devised instruments for fire deterrence—or at least fire suppression—in response to perceived threats. In Building Fears of Fire: Architecture and the Suppression of Black Insurrection in the U.S. Antebellum South, Jonah Rowen brings these two lines of inquiry together to ask: Where do architectural aesthetics convey traces of enslavementŒ If architects designed buildings for security, and enslaved people constituted internal threats, how did the apprehensions of white southerners appear in the built objects and environments that constituted the cityŒ Rowen analyzes Robert Mills’s Fireproof Building in Charleston, South Carolina (1822–26) in the context of the abortive 1822 uprising of Black people allegedly planned by Denmark Vesey, demonstrating how architecture emerged as a means of protecting against arson. Artifacts such as the Fireproof Building reveal the traces of a society in constant fear of the destructive impact of insurrection.
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Дисертації з теми "Building, Fireproof Design and construction"

1

Van, der Klashorst Etienne. "The reliability based design of composite beams for the fire limit state." Thesis, Link to the online version, 2007. http://hdl.handle.net/10019/429.

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2

Robinson, Adrian C. "ISBU modular construction and building design prototypes." Thesis, Loughborough University, 2017. https://dspace.lboro.ac.uk/2134/27480.

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With the use of industrialised construction increasing, Buro Happold (BH) commissioned this research as part of on-going initiatives to address the lack of efficiency in design and construction. The research considers two major case studies where modularisation has been used to minimise complexity and increase standardisation. Referred to in this thesis as construction product prototypes and building design prototypes , the two studies examine firstly the product development of an Intermodal Steel Building Unit (ISBU) used in multi-storey construction and secondly a modular station pre-design used and repeated on four station buildings. The ISBU is based on a standard ISO dry-freight container and its use in modular construction maximises the use of factory based off-site methods (OSM); this should improve consistency of product outcome with minimised impact on site. Very little academic work has been published on ISBU modular construction. The research therefore looks in detail at the process of ISBU modular product development and its engineering performance. It also compares production and procurement of the units on supplier-driven accommodation buildings in comparison to similar but non-modular client-led projects. Using multiple stages of project team interviews and project document analysis, the research data is coded, measured and analysed to describe the processes of product and design prototyping. The research demonstrates that the ISBU product was developed and refined through several major building projects and has reasonable engineering performance characteristics but may be more suited to temporary buildings. The principle of modular pre-designs as found in stations has benefits for rationalising the design process and simplifying and internalising complexities of construction. The research considers solutions for problems that are ill defined and a design process that is difficult to assimilate. This part of the research uses models for framing and problem/solution co-evolution to solve problems of ill definition and linear/non-linear design processes by building on Gero s (1990) design prototyping theory model. Modularisation of the station designs was successful in reducing design effort and allowed a repeatable pre-design to be refined, but the design team struggled with the bespoke nature of the project designs. The comparison of case study data to models for manufacturing, procurement and design prototype development has led to a better understanding as to how these designs were achieved and how these same approaches could be applied in future.
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3

Jones, Andrew M. "Design and construction for traditional house building." Thesis, Aston University, 1990. http://publications.aston.ac.uk/14272/.

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This study is concerned with quality and productivity aspects of traditional house building. The research focuses on these issues by concentrating on the services and finishing stages of the building process. These are work stages which have not been fully investigated in previous productivity related studies. The primary objective of the research is to promote an integrated design and construction led approach to traditional house building based on an original concept of 'development cycles'. This process involves the following: site monitoring; the analysis of work operations; implementing design and construction changes founded on unique information collected during site monitoring; and subsequent re-monitoring to measure and assess Ihe effect of change. A volume house building firm has been involved in this applied research and has allowed access to its sites for production monitoring purposes. The firm also assisted in design detailing for a small group of 'experimental' production houses where various design and construction changes were implemented. Results from the collaborative research have shown certain quality and productivity improvements to be possible using this approach, albeit on a limited scale at this early experimental stage. The improvements have been possible because an improved activity sampling technique, developed for, and employed by the study, has been able to describe why many quality and productivity related problems occur during site building work. Experience derived from the research has shown the following attributes to be important: positive attitudes towards innovation; effective communication; careful planning and organisation; and good coordination and control at site level. These are all essential aspects of quality led management and determine to a large extent the overall success of this approach. Future work recommendations must include a more widespread use of innovative practices so that further design and construction modifications can be made. By doing this, productivity can be improved, cost savings made and better quality afforded.
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4

Ziemba, Gilead Reed. "Theoretical analysis of light-weight truss construction in fire conditions, including the use of fire-retardant-treatment wood." Link to electronic thesis, 2006. http://www.wpi.edu/Pubs/ETD/Available/etd-050506-114556/.

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5

Fox, Stephen John. "Application of design for manufacture principles to building design and construction." Thesis, Sheffield Hallam University, 2001. http://shura.shu.ac.uk/19207/.

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The aim of this thesis is to answer the two research questions: how can design for manufacture be applied during building component design and building design?; and how can the application of design for manufacture be successful in improving the productivity and quality of building component production and building construction? These two questions emerged during exploratory research focused on the use of design to improve construction industry productivity and quality. Subsequent review of manufacturing literature revealed that the two key principles of design for manufacture are standard production design improvement rules and standard production design evaluation metrics. Review of construction literature, and a survey involving over one hundred and fifty industry practitioners, revealed that, whilst rules and metrics for building components and buildings do not currently exist, there are no fundamental reasons why they could not be developed and applied successfully. These findings led to the generation of the research hypothesis: design for manufacture principles can be applied successfully to building components and buildings. The research hypothesis was tested by two interventions, action research within a private business which manufactures and installs building components, and a case study with a multi-national company which designs and constructs buildings. These interventions resulted in significant business benefits. Further, they confirmed that it is both technically feasible and economically viable to apply rules and metrics to building component design and building design, and that doing so can improve the productivity and quality of building component production and building construction. Following analysis of research findings, strategic plans were developed for the successful application of rules and metrics. These were validated through interviews with senior construction industry practitioners. Contributions to knowledge include the strategic plans for successful application of rules and metrics. These cover the full range of organisations working in the construction industry and, together with the detailed descriptions of the interventions, offer practical guidance for industry practitioners seeking to improve productivity and quality. The research also makes a contribution in the area of research methodology. It has shown that threats to research validity in the construction industry can be counteracted by applying a quasi-experimental perspective to action research interventions and case studies.
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6

Leung, Chi-ming. "Design consultancy vs design and build consultancy : present trends in the construction industry /." Hong Kong : University of Hong Kong, 1995. http://sunzi.lib.hku.hk/hkuto/record.jsp?B14038869.

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7

Hwang, Seok-Ho. "Design and Construction of Nanoarchitectures Using Smart Building Blocks." University of Akron / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=akron1145885525.

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Brown, Robert Stephen. "Sustainable design and construction strategies for research building typologies." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0000850.

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Oti, Jonathan E. "The development of unfired clay building materials for sustainable building construction." Thesis, University of South Wales, 2010. https://pure.southwales.ac.uk/en/studentthesis/the-development-of-unfired-clay-building-materials-for-sustainable-building-construction(ca64fe55-b35e-4d3f-a1a9-49308e1501c9).html.

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Currently there is a growing pressure on energy efficiency for new buildings in the UK and worldwide. This has arisen partly due to the increasing awareness of the public for sustainable building construction. In addition, there is pressure on building materials manufacturers, due to new government regulations and legislations that are targeting energy usage and carbon dioxide emissions in new buildings. This research work reports on unfired clay building materials (unfired clay bricks) technology for sustainable building construction. The technology aims at the reduction of the high energy input, especially that arising from firing clay bricks in kilns. The research has investigated the use of lime or Portland cement as an activator to an industrial by-product (Ground Granulated Blastfurnace Slag-GGBS) to stabilise Lower Oxford Clay (LOC). Portland cement was used in the formulation of the unfired clay brick tests specimens predominantly as a control. The development of an unfired clay brick in this current work is considered by the researcher as a significant scientific breakthrough for the building industry. Another breakthrough is the fact that only about 1.5% lime was used for GGBS activation. This is a very low level of usage of lime that is not comparable to, or sufficient for, most road construction applications, where far less strength values are needed and where 3-8% lime is required for effective soil stabilisation. Hence, the final pricing of the unfired clay brick is expected to be relatively low. Industrial scale brick specimens were produced during two separate industrial trials. The first trial was at Hanson Brick Company Ltd, Bedfordshire, UK, while the second was carried out at PD Edenhall Ltd, Bridgend, South Wales, UK. The results clearly demonstrate that all key parameters such as compressive strength, thermal properties and durability were within the acceptable engineering standards for clay masonry units. From the environmental and sustainability analysis results, the unfired clay material has shown energy-efficiency and suggests a formidable economical alternative to the firing of clay building components. This study is one of the earliest attempts to compare fired and unfired clay technology, and also to combine energy use and CO2 emission for unfired clay bricks relative to those bricks used in mainstream construction. This is an attempt to come up with one parameter rating. The overall results suggest that the spinoff from this technology is an invaluable resource for civil engineers and other built environment professionals who need quick access to up-to-date and accurate information about the qualities of various building and construction materials.
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Weathers, Thomas A. (Thomas Anthony). "Opportunities for building design and construction resulting from local resources." Thesis, Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/39298.

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Thesis (M. Arch.)--Massachusetts Institute of Technology, Dept. of Architecture, 2007.
Includes bibliographical references (p. 48-51).
Current and future generations of architects must learn to operate effectively in an era of unprecedented resource constraints if they want to achieve their design intentions. This thesis addresses the architect's role in resource consumption. Specifically, it explores the potential for design and construction constrained to local resources. This research encompasses the following questions:What are the material resources local to MIT? What are the architectural and logistical limitations of using those resources in buildings? How might this research shape a building at MIT? By auditing local resources and industries, this thesis highlights unique opportunities for an architect to mobilize sustainable materials for MIT's growth. The subsequent design exercise transforms this knowledge into building strategies responsive to material and energy constraints. This new building serves to increase the density of MIT's east campus, developing underutilized lots on the edge of a future quad and rehabilitating a condemned structure. A framework of fixed and fluid components allows for sustainable adaptation, creating a flexible environment sought by emerging interdisciplinary groups.
by Thomas A. Weathers.
M.Arch.
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Книги з теми "Building, Fireproof Design and construction"

1

Fire safety design and concrete. Harlow, Essex, England: Longman Scientific & Technical, 1993.

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2

Fire safety engineering : design of structures. 2nd ed. Amsterdam: Elsevier/Butterworth-Heinemann, 2007.

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3

Fire safety engineering design of structures. Oxford: Butterworth-Heinemann, 1996.

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4

Dunning, Glenna. Fireproof, fire resistant, or semi-combustible designing for fire safety in high-rise buildings: A partially annotated bibliography. Monticello, Ill., USA: Vance Bibliographies, 1989.

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5

C, Wang Y. Steel and composite structures: Behaviour and design for fire safety. London: Spon Press, 2002.

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6

Béton, Comité Euro-International du. Fire design of concrete structures in accordance with CEB/FIP Model code 90 (Final draft). Lausanne: Comité Euro-International du Béton, 1991.

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7

Bueche, David G. Firewise construction: Site design & building materials : based on the 2009 International Wildland-Urban Interface Code. [Fort Collins, Colo.]: Colorado State Forest Service, 2012.

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8

United States. Federal Emergency Management Agency. Home builder's guide to construction in wildfire zones. Washington, DC: Federal Emergency Management Agency, U.S. Department of Homeland Security, 2008.

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United States. Federal Emergency Management Agency. Home builder's guide to construction in wildfire zones. Washington, DC: Federal Emergency Management Agency, U.S. Dept. of Homeland Security, 2008.

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10

Simplified design for building fire safety. New York: Wiley, 1993.

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Частини книг з теми "Building, Fireproof Design and construction"

1

Brandberg, Björn. "2. Design and construction." In Latrine Building, 25–34. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 1997. http://dx.doi.org/10.3362/9781780445281.002.

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2

Ambrose, James. "Construction Elements." In Building Construction and Design, 83–163. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_7.

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Ambrose, James. "Construction Systems." In Building Construction and Design, 177–207. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_9.

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Ambrose, James. "Enhancement of the Construction." In Building Construction and Design, 165–76. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_8.

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5

Wang, Xiaoming, and Sayanthan Ramakrishnan. "Sustainable Building Design." In Environmental Sustainability in Building Design and Construction, 119–43. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-76231-5_7.

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Ambrose, James. "Sources for Design Information." In Building Construction and Design, 19–32. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_3.

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Ambrose, James. "Introduction." In Building Construction and Design, 1–9. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_1.

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Ambrose, James. "Case Studies." In Building Construction and Design, 209–366. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_10.

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Ambrose, James. "Building Design Issues and Criteria." In Building Construction and Design, 11–17. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_2.

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Ambrose, James. "Building Codes and Industry Standards." In Building Construction and Design, 33–36. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-6583-3_4.

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Тези доповідей конференцій з теми "Building, Fireproof Design and construction"

1

Vandenbergh, Alex. "Terra Cotta Flat Arches: A Historic Modern-Day Challenge." In 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.2019.2542.

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<p>At the turn of the 20th century, terra cotta flat arches (TCFA’s) were a popular floor system in steel framed buildings for industrial and office construction in the United States. These arches were lighter but just as fireproof as standard brick arches, and were designed empirically using proprietary allowable load tables, which were based mostly on load testing.</p><p>In the 21st century, the proprietary nature of the TCFA makes evaluating these systems problematic for the modern engineer, architect, and contractor. Renovations of buildings with TCFA floor assemblies typically will have new penetrations as well as altered loading conditions from its original construction.</p><p>It is important for all parties involved in the design and construction process of a renovation to understand the history, mechanisms, and limitations of TCFAs in order to have a successful renovation from both a design and a cost perspective. Conversely, renovating a building without the proper knowledge or experience with the existing materials can lead to change orders, time overruns, and most importantly life safety risks.</p><p>This paper is a summary of a presentation given by the same author to the Association for Preservation Technology (APT) conference in September, 2018. A more in-depth paper by the same author and colleagues Derek Trelstad and Rebecca Buntrock will appear as an article in the APT Bulletin in 2019.</p>
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Zhou, Baixia. "Measures for Fireproof Construction of External Thermal Insulation System of Building." In 2018 International Conference on Robots & Intelligent System (ICRIS). IEEE, 2018. http://dx.doi.org/10.1109/icris.2018.00029.

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3

"Fireproof Concrete Masses for Lining in Foundry." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/5829.

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Magent, Chris S., David R. Riley, and Michael J. Horman. "High Performance Building Design Process Model." In Construction Research Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40754(183)80.

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Nguyen, Tang-Hung, and Amr A. Oloufa. "An Automated Building Design System with Topological Information." In Construction Congress VI. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40475(278)3.

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Fathi, Medya, and Pramen P. Shrestha. "Design-Build Project Performance: Comparison between Commercial Building and Health Care Building Projects." In Construction Research Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482889.116.

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7

Rendall, Joseph, and Wai K. (Oswald) Chong. "A Proposed Eco-Labeling Method for Building Design." In Construction Research Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41020(339)55.

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8

Bohnhoff, David Roy. "Post Frame Building Design and Construction Options." In 2018 Detroit, Michigan July 29 - August 1, 2018. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2018. http://dx.doi.org/10.13031/aim.201800034.

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9

Earl, C. F., and M. M. Cusack. "Building Design for Robotic Assembly." In 5th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1988. http://dx.doi.org/10.22260/isarc1988/0018.

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Earl, C. F. "Design for Automated Building Assembly." In 7th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1990. http://dx.doi.org/10.22260/isarc1990/0079.

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Звіти організацій з теми "Building, Fireproof Design and construction"

1

Jackson, J. G. Y-12 Sustainable Design Principles for Building Design and Construction. Office of Scientific and Technical Information (OSTI), November 2008. http://dx.doi.org/10.2172/969028.

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Hostick, Donna J., Antoinette L. Slavich, Lars E. Larson, Cody J. Hostick, Marina Skumanich, Marjorie A. Crawford, and Tami M. Weber. Characterizing Building Construction Decision Processes to Enhance DOE Program Design. Office of Scientific and Technical Information (OSTI), October 2003. http://dx.doi.org/10.2172/15007919.

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3

Kasi, Muthiah, and Robert E. Chapman. Benefits of using ASTM building economics standards for the design, construction, and operation of constructed facilities. Gaithersburg, MD: National Institute of Standards and Technology, 2012. http://dx.doi.org/10.6028/nist.sp.1098.

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Bjella, Kevin, Yuri Shur, Misha Kanevskiy, Paul Duvoy, Bruno Grunau, John Best, Stephen Bourne, and Rosa Affleck. Improving design methodologies and assessment tools for building on permafrost in a warming climate. Engineer Research and Development Center (U.S.), November 2020. http://dx.doi.org/10.21079/11681/38879.

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The U.S. Department of Defense (DoD) operates numerous Arctic and Subarctic installations, including Alaska. Changes to permafrost can threaten critical built infrastructure. It is critical to accurately characterize and compare site conditions in permafrost regions to enable the efficient, cost-effective design and construction of an infrastructure well suited to the permafrost environment and that meets DoD requirements. This report describes three research efforts to establish (1) field investigation approaches for ground ice detection and delineation, (2) methods and modeling for early warning detection of thawing permafrost under infrastructure, and (3) an outline of a decision support system that determines the most applicable foundation design for warming and degrading permafrost. Outcomes of these interrelated efforts address needs to improve construction of DoD mission critical infrastructure on Arctic and Subarctic permafrost terrains. Field investigation processes used systematic methodologies including borehole data and geophysical measurements to effectively characterize subsurface permafrost information. The Permafrost Foundation Decision Support System (PFFDSS) tool implements and logically links field survey information and foundation type assessments. The current version of PFFDSS is designed to be accessible to design-engineers of a broad range of experience, that will reduce the effort and cost, and improve the effectiveness of site assessment.
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Iverson, James, and Donald Pfeiffer. Criteria for Design of Bearing Pads. Precast/Prestressed Concrete Institute, 2022. http://dx.doi.org/10.15554/tr-4-85.

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This report is based on a research study conducted by Wiss, Janney, Elstner Associates, Inc., including both site surveys and testing of bearing pads used in building construction. Recommendations are given for design of various types of pads.
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Patel, Yusef. File to Factory: A case study of automated prefabrication house-building methods for small-to-medium enterprises. Unitec ePress, December 2017. http://dx.doi.org/10.34074/ocds.0823.

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The Eco-Digital Fabrication (EDFAB) research project aimed to investigate how automated prefabrication technologies and off-the-shelf construction products can be employed to disrupt building industry norms. The aim of this research – conducted at the University of Auckland and Unitec Institute of Technology from 2014 onward – was to provide small-to-medium enterprises in the construction industry with a pathway to upskill and increase construction productivity through the use of these processes. The availability of automated machines and easy-to-use fabrication software is increasing dramatically and this can be paired with readily available construction products to produce novel mass-customised housing solutions. The application of basic automated technologies – such as CNC (Computer Numerical Control) routers – allowed researchers to create ‘recipes’ that can be adopted and adapted relatively easily. By no means did the research favour digital manufacture or assembly processes over traditional analogue construction techniques – the goal was to provide logical, productive and accessible blended solutions for greater affordability and flexibility in design. For example, the designed experiments were required to be built from readily available products, and used simple readymade screw fixings rather than digitally produced custom fixings or joining mechanisms. The research project aimed to generate discussion and provide recommendations on how the construction industry might support the adoption of automated prefabrication technology in small-to-medium enterprise (SME).
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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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PCI Standard Design Practice Ref ACI-318-05. Precast/Prestressed Concrete institute, 2020. http://dx.doi.org/10.15554/sdp-318-05.

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PCI Standard Design Practice Ref ACI-318-05 Precast and prestressed concrete structures have provided decades of satisfactory performance. This performance is the result of the practices reported herein, conformance with ACI 318-05, Building Code Requirements for Structural Concrete,1 incorporation of industry-specific research programs, and a plant certification program that provides an industry-wide quality control system beyond those found in onsite construction.
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PCI Standard Design Practice Ref ACI-318-08. Precast/Prestressed Concrete institute, 2020. http://dx.doi.org/10.15554/sdp-318-08.

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PCI Standard Design Practice Ref ACI-318-08 Precast and prestressed concrete structures have provided decades of satisfactory performance. This performance is the result of the practices reported herein, conformance with ACI 318-08 Building Code Requirements for Structural Concrete and Commentary, incorporation of industry specific research programs and a plant certification program that provides an industrywide quality control system beyond that found in on-site construction. Section 1.4 of the ACI 318-08 specifically allows variances when the adequacy of which has been shown by successful use or by analysis or test. Suggested changes to code provisions resulting from experience, analysis or testing can provide a point for discussion with building officials for acceptance of revised provisions within the guidance and scope of Section 1.4 of ACI 318-08.
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PCI Standard Design Practice Ref ACI-318-11. Precast/Prestressed Concrete institute, 2020. http://dx.doi.org/10.15554/sdp-318-11.

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PCI Standard Design Practice Ref ACI-318-11 Precast and prestressed concrete structures have provided decades of satisfactory performance. This performance is the result of the practices reported herein, conformance with ACI 318-11 Building Code Requirements for Structural Concrete and Commentary, incorporation of industry specific research programs and a plant certification program that provides an industrywide quality control system beyond that found in on-site construction. Section 1.4 of the ACI 318-11 specifically allows variances when the adequacy of which has been shown by successful use or by analysis or test. Suggested changes to code provisions resulting from experience, analysis or testing can provide a point for discussion with building officials for acceptance of revised provisions within the guidance and scope of Section 1.4 of ACI 318-11. This list of provisions is based on ACI 318-11, and the numbers refer to sections in that document and are presented in numerical order. For notation used within this document refer to the notation used in Chapter 2 of ACI 318-11. Excerpts from ACI 318-11 are reprinted here with permission by the American Concrete Institute, Farmington Hills, Michigan.
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