Relevant bibliographies by topics / Chimneys Design and construction

Contents

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

Academic literature on the topic 'Chimneys Design and construction'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Chimneys Design and construction"

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Fang, Zhicheng, Wanjiang Wang, Yanhui Chen, and Junkang Song. "Structural and Heat Transfer Model Analysis of Wall-Mounted Solar Chimney Inlets and Outlets in Single-Story Buildings." Buildings 12, no. 11 (2022): 1790. http://dx.doi.org/10.3390/buildings12111790.

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Wall-mounted solar chimneys use solar radiation to heat the air inside the chimney cavity and use thermal pressure to create natural convection. Applying this principle allows for the indoor ventilation of a building without energy consumption. However, in wall-mounted solar chimney designs, different air inlet and outlet design dimensions can have varying degrees of impact on the effectiveness of wall-mounted solar chimney ventilation. In order to analyze the internal airflow state and airflow temperature field distribution of wall-mounted solar chimneys, physical models of wall-mounted solar
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Harte, Reinhard, Martin Graffmann, and Wilfried B. Krätzig. "Optimization of Solar Updraft Chimneys by Nonlinear Response Analysis." Applied Mechanics and Materials 283 (January 2013): 25–34. http://dx.doi.org/10.4028/www.scientific.net/amm.283.25.

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Solar updraft chimneys (SUCs) form as engines of solar updraft power plants tower-like shell structures of extreme height with rather thin shell walls, similar to high chimneys comprising multiple flue gas ducts. The height of pre-designed SUCs presently reaches up to 1000 m. Thus they are exposed chiefly to extreme wind-loads and thermal actions from the internal flow of warm air. As first design attempt, the structural analysis of solar chimneys generally is carried out by linear elastic models. For optimization, the typical shell-like wind stresses have to be constraint towards a more beam-
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Liu, Hong Bin, and Meng Li. "Heightening Design and Construction of the Reinforcement Concrete Chimney in Heated State." Advanced Materials Research 243-249 (May 2011): 5610–13. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.5610.

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This paper introduced a project of reinforced concrete chimney with a height of 90 meters, which does not stop construction at nearly 200 degree Celsius, increased the height of the chimney with 10 meters. Reasonable structural measures were promoted to ensure the normal pouring of concrete chimneys. Compared with the normal condition, this measure is economical, low investment, feasible, etc. It provides far-reaching significance that increasing the height of the reinforced concrete chimney at the high temperature state.
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Ekechukwu, O. V., and B. Norton. "Design and Measured Performance of a Solar Chimney for Natural Circulation Solar Energy Dryers." Journal of Solar Energy Engineering 118, no. 1 (1996): 69–71. http://dx.doi.org/10.1115/1.2847956.

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An experimental solar chimney consisted of a cylindrical polyethylene-clad vertical chamber supported by steel framework and draped internally with a selectively absorbing surface. The performance of the chimney which was monitored extensively is reported. Issues related to the design and construction of solar chimneys for natural circulation solar energy dryers are discussed.
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Kozłowski, Aleksander, Wiesław Kubiszyn, and Andrzej Wojnar. "Analiza nośności zakotwień kominów stalowych wolno stojących." Inżynieria i Budownictwo LXXIX, no. 9-10 (2023): 482–88. http://dx.doi.org/10.5604/01.3001.0053.8872.

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The most often used in engineering practice procedures for designing anchorages of cylindrical shells constituting the shafts of free-standing steel chimneys has been presented in the paper. A comparison of calculation results obtained using these procedures, anchorages of two steel chimneys with a height of 22.6 and 93.9 m was presented. The results obtained were discussed and design guidelines were given. The guidelinescontained in the report of International Committee on Industrial Construction (CICIND) were recommended as a practical method for designing steel chimney anchorages
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Nguyen, Y. Quoc, Viet T. Nguyen, Long T. Tran, and John C. Wells. "CFD Analysis of Different Ventilation Strategies for a Room with a Heated Wall." Buildings 12, no. 9 (2022): 1300. http://dx.doi.org/10.3390/buildings12091300.

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Solar chimneys can help to reduce solar heat gain on a building envelope and to enhance natural ventilation. In this work, we proposed three configurations of two solar chimneys combined with a heated wall for the natural ventilation of a room: (I) the chimneys are connected serially, (II) the chimneys are parallel and exhaust air at two separate outlets, and (III) the chimneys are parallel, but the outlets are combined. The airflow rate achieved with each configuration was predicted with a Computational Fluid Dynamics model. The results show the effects of the heat flux in each channel and th
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Abaev, Z. K., M. Yu Kodzaev, and A. D. Valiev. "ASSESSMENT OF THE SEISMIC RESISTANCE DEFICIT OF BRICK MASONRY CHIMNEY ACCORDING TO RELEVANT DESIGN CODES." Construction and industrial safety, no. 19 (71) (2020): 13–25. http://dx.doi.org/10.37279/2413-1873-2020-19-13-25.

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Most of the brick masonry chimneys located in earthquake-prone areas were built long before the current design codes were adopted, which poses a great threat to the sustainable operation and development of the city industry as a whole. This article presents a consistent example of assessing the deficit of earthquake resistance of a brick masonry chimney and gives general conclusions about changes in main coefficients of designed codes. This study aims to quantify the deficit of earthquake resistance of brick masonry chimney according to the relevant Building Codes “SP 14.13330.2018 Constructio
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Lišková, Zuzana, and Juraj Olbřímek. "Comparison of Requirements in Slovak and Selected Foreign Legislation on the Issue of Safe Distance of the Wooden Building Structures from the Flue." Applied Mechanics and Materials 820 (January 2016): 396–401. http://dx.doi.org/10.4028/www.scientific.net/amm.820.396.

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The paper deals with the solution of interconnections of flue and combustible construction products in the fire safety design. It is focused mainly on a prescribed value of safe distance of the wooden building construction from a single-walled metal chimneys. The aim of article is to point out the necessity to solve the contradictory requirements in the Slovak legislation and inconsistency with the foreign regulations in terms of fire rates caused by chimneys and flues.
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Bhatt, Megha, and Sandip A. Vasanwala. "Scaling of RC Chimney for the Experimental Investigation under Lateral Load." International Journal of Innovative Technology and Exploring Engineering 11, no. 2 (2021): 43–51. http://dx.doi.org/10.35940/ijitee.b9652.1211221.

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Reinforced concrete chimneys are tall industrial structures specially used in power plants to expel waste gases at high enough elevation. Based on the study of various literature available for the subject, various geometrical, material, and loading parameters to be followed to prepare the test specimens are presented in this paper so that the test specimen represents the behaviour of the actual RC chimney. The special construction process required to be followed is described in this paper along with the various analytical checks to be performed before the actual application of lateral loads on
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Megha, Bhatt*, and A. Vasanwala Sandip. "Scaling of RC Chimney for the Experimental Investigation under Lateral Load." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 11, no. 2 (2021): 43–51. https://doi.org/10.35940/ijitee.B9652.1211221.

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<strong>Abstract</strong>: Reinforced concrete chimneys are tall industrial structures specially used in power plants to expel waste gases at high enough elevation. Based on the study of various literature available for the subject, various geometrical, material, and loading parameters to be followed to prepare the test specimens are presented in this paper so that the test specimen represents the behaviour of the actual RC chimney. The special construction process required to be followed is described in this paper along with the various analytical checks to be performed before the actual appl
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Dissertations / Theses on the topic "Chimneys Design and construction"

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Beviss-Challinor, Lauren Margaret. "Design, build and test a passive thermal system for a loft : a roof solar chimney application for South African weather conditions." Thesis, Stellenbosch : Stellenbosch University, 2007. http://hdl.handle.net/10019.1/348.

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Thesis (MEng (Mechanical and Mechatronic Engineering))--Stellenbosch University, 2007.<br>ENGLISH: The design, construction and testing of a passive thermal system, a roof solar chimney, for a loft is considered. Unlike conventional solar chimneys the solar collector is constructed from corrugated iron roof sheets with the aim that it can be integrated into existing buildings at a lower cost or used in low cost housing developments. The main objective of the study was to determine the feasibility of such low-cost design to regulate thermal conditions in a loft, that is heating the loft du
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Van, Dyk Cobus. "The realisation of the solar chimney inlet guide vanes." Thesis, Stellenbosch : Stellenbosch University, 2004. http://hdl.handle.net/10019.1/50175.

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Thesis (MScEng)--University of Stellenbosch, 2004.<br>ENGLISH ABSTRACT: Up to this point in time research on the South African solar chimney, proposed for a site in the Northern Cape, comprised of determining the structural integrity of the chimney structure, as well as airflow calculation, finding the optimal shape for the airflow channels. Not much work had been done on the realisation of the foundation of the global structure, i.e. how the cardinal parts are optimized in an integrated system. The inlet guide vanes (IGV's) should be central in such research efforts, being the main sup
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Reddy, K. Ranga. "Study And Design Of Two-Thirds Power Weir." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/221.

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This thesis is devoted to the study and designs of two important proportional weirs having the discharge-head characteristics of Q α H 2/3 In the first design a geometrically simple weir in the form of a rectangular weir over a inverted V-notch (Chimney weir) is presented. This weir gives for all flows above a threshold depth a discharge proportional to H 2/3 within a maximum percentage error of ±1.5, (measured above a reference plane) within certain limits of head. Second design is concerned with the self-basing weir in which a portion of the weir above the crest acts as a base. This desig
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Reddy, K. Ranga. "Study And Design Of Two-Thirds Power Weir." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/221.

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This thesis is devoted to the study and designs of two important proportional weirs having the discharge-head characteristics of Q α H 2/3 In the first design a geometrically simple weir in the form of a rectangular weir over a inverted V-notch (Chimney weir) is presented. This weir gives for all flows above a threshold depth a discharge proportional to H 2/3 within a maximum percentage error of ±1.5, (measured above a reference plane) within certain limits of head. Second design is concerned with the self-basing weir in which a portion of the weir above the crest acts as a base. This design
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Aizpurua, Aldasoro Hodei [Verfasser]. "On Gust Buffeting Design of Slender Chimneys – Building Interference and Fatigue / Hodei Aizpurua Aldasoro." Aachen : Shaker, 2015. http://d-nb.info/1071528025/34.

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Aizpurua, Aldasoro Hodei [Verfasser], and Udo [Akademischer Betreuer] Peil. "On Gust Buffeting Design of Slender Chimneys - Building Interference and Fatigue / Hodei Aizpurua Aldasoro ; Betreuer: Udo Peil." Braunschweig : Technische Universität Braunschweig, 2014. http://d-nb.info/1175819867/34.

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Westerhoff, Kevin M. (Kevin Matthew) 1978. "Construction based design." Thesis, Massachusetts Institute of Technology, 2002. http://hdl.handle.net/1721.1/84827.

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Xie, Xiaoling. "Communications in construction design." Thesis, Loughborough University, 2002. https://dspace.lboro.ac.uk/2134/7571.

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Construction design has become an increasingly complex synthesis activity for which effective solutions depend upon co-operative participation by a number of people. Thus communication, including the integration of specialised knowledge and negotiation of differences between team members, is a vital process for collaborative design. A questionnaire survey was initially conducted to investigate communication issues and problems, which had been highlighted from a review of the literature, in current construction design. The results confirmed that communication among the different construction te
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Soto, Leticia S. M. Massachusetts Institute of Technology. "Construction design as a process for flow : applying lean principles to construction design." Thesis, Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/42995.

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Thesis (S.M.)--Massachusetts Institute of Technology, System Design and Management Program, 2007.<br>Includes bibliographical references (p. 108-111).<br>Delays and cost overruns are the rule rather than the exception in the construction industry. Design changes due to lack of constructability late in the construction phase generating costly ripple effect which create delay and disruption throughout the entire organization, are the largest contributors to the stated rule. In the building construction industry, of increased competitiveness, demand from many companies continued effort to develop
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Sebille, Michel. "Design :construction, automorphisms and colourings." Doctoral thesis, Universite Libre de Bruxelles, 2002. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211428.

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Books on the topic "Chimneys Design and construction"

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Douet, James. Going up in smoke: The history of the industrial chimney. The Victorian Society, 1989.

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Amrhein, James E. Residential masonry fireplace and chimney handbook. 2nd ed. Masonry Institute of America, 1995.

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Amrhein, James E. Residential masonry fireplace and chimney handbook. 3rd ed. Masonry Institute of America, 2004.

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Transport Research Laboratory. Library Services., ed. Bridge design & construction. Transport Research Laboratory, Library Services, 1993.

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Incorporated, Cy DeCosse, ed. Landscape design & construction. Cy DeCosse Inc., 1993.

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Remiasz, Mile Victoria, ed. Hats, design & construction. 2nd ed. Hat Tree Studio, 1986.

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Juhásová, Emília. Namáhania betónových komínov a chladiacich veží pri dynamických účinkoch. Veda, 1990.

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Tomlinson, M. J. Foundation design and construction. Longman, 1986.

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Penman, Laurie. Clock design and construction. 2nd ed. Alphabooks, 1989.

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Spence, William Perkins. Furnituremaking: Design and construction. Prentice Hall, 1991.

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Book chapters on the topic "Chimneys Design and construction"

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Jha, D. K., and V. S. Phanikanth. "Design of Reinforced Concrete Chimneys." In Textbook of Seismic Design. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3176-3_7.

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Pradlwarter, H. J., H. Bottenbruch, G. I. Schnëller, and C. G. Bucher. "Design of Industrial R/C Chimneys." In Structural Dynamics. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-88298-2_17.

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Maisel, Jordana L., Edward Steinfeld, Megan Basnak, Korydon Smith, and M. Beth Tauke. "Construction." In Inclusive Design. Routledge, 2017. http://dx.doi.org/10.4324/9781315712437-4.

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Chappell, David. "Design." In Construction Contracts. Routledge, 2020. http://dx.doi.org/10.1201/9781003080930-10.

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Chappell, David. "Design." In Construction Contracts. Routledge, 2020. http://dx.doi.org/10.4324/9781003080930-10.

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Burgun, Keith. "Construction." In Clockwork Game Design, 2nd ed. CRC Press, 2024. http://dx.doi.org/10.1201/9781003484547-3.

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Lengenfeld, J. "Simply complex: Case studies on complex stone constructions of High Medieval courtly chimneys." In History of Construction Cultures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003173434-111.

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Beadnall, Stuart, and Simon Moore. "Design risk." In Offshore Construction, 2nd ed. Informa Law from Routledge, 2021. http://dx.doi.org/10.4324/9780367855574-3.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Composite construction." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.

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McLean, Will, and Pete Silver. "Construction Technology." In Environmental Design Sourcebook. RIBA Publishing, 2021. http://dx.doi.org/10.4324/9781003189046-3.

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Conference papers on the topic "Chimneys Design and construction"

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Newberry, Alfred L. "Design, Fabrication, and Erection of the Santee Cooper Cross No. 3 FRP Chimney Liner." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04608.

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Abstract Fiberglass Reinforced Plastics (FRP) Stack liners have been used very successfully since the early 1970’s in power plant chimneys. The Cross No 3 stack liner is the first FRP liner to be fabricated since 1980 when the Cross No. 1 &amp; No. 2 units were fabricated and installed in the first chimney. Units 1 and 2 have performed very well so the power plant management approved the use of FRP in the second chimney. Currently No. 3 liner is being fabricated and will be installed after construction of the chimney. FRP liner No. 3 is 28 ft in diameter and the top elevation is 488 ft.
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Nederlof, Paul. "Innovative New Chimney Design for Wet Flue Gas." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08520.

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Abstract For removal of a large number of flue gas components, wet air pollution control (APC) equipment is often chosen as the best available technology. Low flue gas temperatures produced by these systems warrant the need for consideration of corrosion control in the flue gas systems, downstream of the wet APC-systems. This paper will present an innovative new chimney design. The design consists of a concrete shell and a glass block lining without an internal flue reducing the outside chimney dimensions and time to build the chimney considerably. Retrofit of APC equipment to an existing powe
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Sowizal, John. "Chimney Liners for Wet FGD Service." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98486.

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Abstract In order to meet pollution compliance requirements, many Utilities are adding wet scrubbers to reduce SO2 emissions. The gas temperatures produced by wet scrubbers also can lead to increased condensation of moisture on interior surfaces of chimney linings and ductwork. This increased condensation can, in turn, increase the risk of corrosion. To protect moist surfaces of chimney liners and ductwork from acid attack, new design and construction methods are required. Materials including high nickel, chrome and titanium alloys are being employed as well as modifications to the widely used
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Philipps, Mark A. "Resistance Welded Clad Plate for Ductwork, Chimney Liners and Absorbers in FGD Units." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98487.

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Abstract Resistance welded clad plate offers a reliable, cost effective solution to severe corrosion problems encountered in wet Flue Gas Desulfurization systems for either new or retro-fit construction. Resistance welded clad plate weld-bonds thin gauge, .020" to .080" (.50 mm to 2.00 mm) thick, corrosion resistant materials to relatively thick, .063" to 3.0" (1.6 mm to 76 mm), significantly less expensive carbon steel. Resistance welded clad plate batten bar design and resistance welded clad plate overlap panel design, have been extensively used in FGD systems since 1984 with over 1,000,000
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Brodsky, Ira S., John V. Smolenski, and Miles R. Ford. "Tampa Electric Company Big Bend Station: System Design, Mat’L Selection and Construction of Units 1 and 2 Wet FGD System." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00584.

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Abstract Tampa Electric Company (TEC) Big Bend Station is located in Apollo Beach, Florida and consists of four (4) coal-fired boilers with a total generating capacity of 1,840 MW. A limestone based forced oxidation flue gas desulfurization (FGD) system began operation in March 1985 to control sulfur dioxide emissions from Unit 4. Flue gas from Unit 3 was added to the existing FGD system for sulfur dioxide removal in 1996. To meet 1990 Clean Air Act Amendments Phase 11 requirements, TEC is required to reduce sulfur dioxide emissions from Units 1 &amp; 2. To achieve compliance and broaden the r
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Philipps, Mark A. "Current/Recent Worldwide Users of Resistance Welded Clad Plate for Ductwork, Chimney Liners and Absorbers in FGD Units." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00585.

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Abstract Resistance welded clad plate offers a reliable, cost effective solution to severe corrosion problems encountered in wet Flue Gas Desulfurization systems for either new or retro-fit construction. Resistance welded clad plate weld-bonds thin gauge, .020" to .080" (.50 mm to 2.00 mm) thick, corrosion resistant materials to relatively thick, .063" to 3.0" (1.6 mm to 76 mm), significantly less expensive carbon steel. Resistance welded clad plate batten bar design and resistance welded clad plate overlap panel design, have been extensively used in FGD systems since 1984 with over 1,000,000
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Kelley, Don. "Fiberglass-Reinforced Plastic (FRP) Performance under Thermal Upset Conditions." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09319.

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Abstract Thermal upsets can occur in many processes where heat and chemical reactions are present. Some materials of construction perform well in spite of thermal upsets--even when these upsets are two or three times normal operating temperatures. The purpose of this paper is to examine the impact of thermal upsets in the range of 2.4 - 2.7 times the normal operating temperatures on FRP materials of construction. More specifically, the test environment was designed to simulate a chimney liner operating at 65°C (150°F) with thermal upsets of 182°C (360°F) and 204°C (400°F) respectively. The res
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Pierce, K. R., and R. R. Pierce. "Computer Assisted Design of Chemically Resistant Ceramic Linings." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86051.

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Abstract For the last 100 years, chemically resistant ceramic linings have been used successfully in process vessels, scrubbers, chimneys and towers exposed to corrosive environments. Because of certain restrictive physical properties of ceramic materials—poor resistance to tensile stresses and a coefficient of thermal expansion only half that of steel—the successful design of early linings was difficult and treated as an art. Beginning about 40 years ago, the development of mathematical analysis of ceramic linings aided the design engineer, and enabled him or her to design stronger and thinne
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Bochicchio, Victor A. "FRP Chimney Liners for Power Plant Flue Gas Desulfurization – a Chimney Supplier’s Perspective." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11366.

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Abstract The addition of Wet Flue Gas Desulphurization (WFGD) systems to existing coal fired power plants, and at several new plants, has resulted in the installation of over 90 FRP chimney liners in concrete chimneys during the past 6 years. The lower flue gas temperatures in power plants with WFGD increases corrosion concerns for chimney lining materials and often leads to the selection of FRP as the liner material of choice. Although the design and manufacture of the FRP liner is usually performed by a specialty FRP supplier, the integration of the liner into the overall chimney design and
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Wong, NicholLongHin, Kristof Crolla, June-Hao Hou, Pei-Hsien Hsu, and Yu-Tung Cheng. "Curved Glulam Architecture Design Optimisation For Low-Tech Construction: The Fabrication and Construction of KATENARA." In CAADRIA 2024: Accelerated Design. CAADRIA, 2024. http://dx.doi.org/10.52842/conf.caadria.2024.3.181.

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Reports on the topic "Chimneys Design and construction"

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CORPS OF ENGINEERS WASHINGTON DC. Construction: Design and Construction Evaluation (DCE). Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada404141.

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Slocum, Alexander H., Laura A. Demsetz, David H. Levy, and Bruce Schena. Design Methodology for Automated Construction Machines. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada207386.

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Fanella, David A., Amaldo T. Derecho, and S. K. Ghosh. Design and construction of structural systems. National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-1av1.

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Collins, James J. Design and Construction of Genetic Applets. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada417910.

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

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design. Construction with Large Stone. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada402849.

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McNeese, L. E. ORNL engineering design and construction reengineering report. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/631227.

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Janet E.R. Mcllvaine, David Beal, and Philip Fairey. INTERIOR DUCT SYSTEM DESIGN, CONSTRUCTION, AND PERFORMANCE. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/823970.

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Schwartztrauber, K. Modular Design/Phased Construction Alternative Evaluation Report. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/763136.

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Deschamps, Richard, Christopher Hynes, and Philippe Bourdeau. Embankment Widening Design Guidelines and Construction Procedures. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313202.

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