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: 19 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 chimneys with six different air outlet-to-inlet cross-sectional area ratios were developed in this research work. Before numerical simulation analysis, heat transfer analysis of the wall-mounted solar chimney’s structural components and airflow channels was carried out, and corresponding mathematical heat transfer models were established. The internal flow state and temperature distribution characteristics of a wall-mounted solar chimney were analyzed by steady-state simulations using the computational fluid dynamics software, Ansys Fluent. Finally, transient simulation calculation analysis was conducted under six different S-value models to investigate the variation in the natural ventilation of a single-story building’s wall-mounted solar chimney for a whole day. The study showed that under the same simulation conditions, 80% ≤ S < 100% effectively avoided the formation of vortices in the internal airflow of the wall-mounted solar chimneys and kept the ventilation effect of wall-mounted solar chimneys at a high level. The results of this study provide a reference for the optimization of research on the design of the air inlet and outlet structures of wall-mounted solar chimneys for single-story buildings.
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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-like response behavior, approaching as far as possible linear stresses over the entire chimney circumference. This requires rather strong ring stiffeners, either as spoke-wheels in the designs of sbp (Schlaich Bergermann and Partners) or as external stiffeners in the designs of K&P (Krätzig and Partners). Both alternatives require considerable construction efforts leading to high investment costs. There exists an interesting simplification of this stiffening, namely applying to the SUC shell relatively soft external rings, and admitting large-widths cracking in the limit state of failure. This cracking constraints and equalizes the meridional stresses over the chimney’s cross-section, saving large amounts of reinforcement steel in the SUC. The design requires materially nonlinear analyses to verify the internal forces under crack-formations. The manuscript will derive this concept and demonstrate the crack analysis by example of a 750 m high solar chimney.
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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 the geometries of the channels. Configuration (II) shows the highest flow rate. Particularly, the proposed configurations enhance the flow rate significantly and up to 40% when compared to the typical setup with a single channel solar chimney. The findings offer a novel design option for building façades for reducing solar heat gain and enhancing natural ventilation.
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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 Construction in seismic areas”.
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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 test specimens. Different design standards give different design recommendations mainly in terms of the stress-strain curve of concrete and steel. So, various experimental tests performed by applying the lateral load on specially designed and casted test specimens which represents the actual chimney in the field helps the researchers to compare the various design standards and helps the industry to opt for the same.
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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 application of lateral loads on test specimens. Different design standards give different design recommendations mainly in terms of the stress-strain curve of concrete and steel. So, various experimental tests performed by applying the lateral load on specially designed and casted test specimens which represents the actual chimney in the field helps the researchers to compare the various design standards and helps the industry to opt for the same.
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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 during winter and enhancing natural ventilation during summer, by carrying out an experimental and analytical study. The results obtained from the experimental study showed that for winter the solar chimney, having a channel width, depth and length of 0.7 m, 0.1 m and 1.8 m respectively and with a peal solar radiation of 850 W/m², heated the room air 5°C higher than the ambient temperature during the hottest periods of the day, which is only marginally better than a loft with conventional roof insulation. At night, it was found that reverse airflow occurred through the chimney, cooling the loft down to ambient temperature, due to radiation heat loss from the roof collector to the night sky. For summer operation, the experimental data showed that the chimney was able to maintain the loft at ambient temperature and the analytical study found that the chimney was able to enhance natural ventilation effectively, reaching air exchange rate of 6.6 per hour for the 4.6 m³ volume space. It was also found that the chimney’s performance dropped rapidly and significantly during periods of low solar radiation and at night. A sensitivity analysis illustrated that for both summer and winter operation, the size, tilt angle and absorptivity of the roof collector greatly effected the efficiency and mass flow rates of the system, agreeing well with other literature. These results prove that this low cost solar chimney cooling design was feasible to enhance natural ventilation mainly during hot summer conditions with high solar radiation. Compared to a loft with only conventional roof insulation, the chimney did not perform effectively during the winter to heat the loft up, meaning that winter operation for this specific design is not feasible. Possible improvements to the design include using construction materials with higher thermal capacities to retain heat energy and ensure continued operation during periods of low solar radiation, as well as using selective absorber coatings on the collector surface. It is recommended that further work on the project include the integration of these improvements into the present design and to use the findings obtained from the sensitivity analysis to improve system efficiencies. CFD analysis of the test-rig will be insightful as an additional means to validate and compare with the analytical and experimental data obtained in this report. With the continuation of these studies, this low-cost solar chimney design can be optimised, validated on a commercial scale and built into existing and new housing developments. Incorporating such a passive thermal device will aid homeowners in air regulation and thermal comfort of their living space as well as saving on energy requirements.<br>Sponsored by the Centre for Renewable and Sustainable Energy Studies, Stellenbosch University
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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 support of gravitational and lateral wind load on the chimney structure, as well as its important role in channelling air and creating pre-swirl of the airflow onto the turbine blades. However, little detailed research - research to actually determine and fix the many variables of the IGV's and integration with surrounding parts - had been performed! In this thesis as many of these variables as possible are investigated - ranging from structural integrity with regard to compressive and shear strength through optimizing structure eigenfrequency to economic feasibility. The outcome of this study is conceptual solutions regarding the geometry of the IGV structures in order for it to support the chimney while minimizing material volume. Finite element methods are used to create insight into the behaviour of the IGV's and force transferring structures, incorporating external factors such as lateral wind and gravitational loadsto determine the optimal shape of these structures. This study is valuable for researchers on the solar chimney, serving as a reference from where to design and secure the variables of the global structure, and eventually building the solar chimney. Keywords: Solar chimney, inlet guide vanes, solar power, massive concrete structures, structural realisation, finite element application, structure optimisation.<br>AFRIKAANSE OPSOMMING: Tot op hede het die navorsing op die Suid Afrikaanse sonskoorsteen, wat beplan word vir konstruksie in die Noordkaap, bestaan uit die bepaling van die integriteit van die struktuur asook lugvloei berekeninge om die optimale vorm van die lugvloei kanale te lewer. Min werk is gedoen om die fondasies van die globale struktuur, dus hoe die kardinale dele geïntegreer is in die gesamentlike sisteem, te ondersoek. Die inlaat lei lemme behoort sentraal te lê in sulke navorsingspogings aangesien dit die hoof ondersteuner en verspreider van gravitasie en laterale windlaste op die skoorsteen struktuur is. Dit speelook 'n integrale rol in die kanalisering van invloeiende lug om dit vooraf 'n vorteks beweging te gee vir 'n optimale invalshoek op die turbine lemme. Min gedetaileerde navorsing - navorsing om die verskeie onbekende faktore rondom die inlaat lei lemme en die omliggende strukture te bepaal - is tot op hede gedoen. Hierdie tesis mik om soveel moontlik van hierdie veranderlikes - wat reik van struktuur integriteit met betrekking tot die samedrukkings- en skuifsterktes in die materiaal tot die eie-frekwensies en ekonomiese vatbaarheid van die struktuur - vas te stel. Die uitkoms van hierdie studie is konseptueie oplossings vir die geometrie van die inlaat lei lem strukture wat terselfdertyd die totale struktuur se materiaal volume minimiseer. Eindige element metodes word gebruik om insig in die gedrag van die inlaat lei lemme en ander strukture wat krag oordra, te genereer. Die metodes inkorporeer soveel as moontlik van die eksterne faktore soos gravitasie en laterale windlas om die optimale geometrie vir die betrokke struktuur te bepaal. Hierdie studie is waardevol vir navorsers oor die sonskoorsteen en dien as 'n bron waaruit verdere ontwerp en die vasstel van veranderlikes in die globale struktuur gedoen kan word met die oog op die uiteindelike daarstelling van 'n sonskoorsteen.
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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 design is achieved by using the complementary weir profile of a Quadratic weir above the parabolic base which has the significant property of fast convergence. This weir gives discharge for all flows above the threshold depth, proportional to (head)2/3 measured above a reference plane, with increasing accuracy as head increases. Experiments with these two weirs confirm the theory by giving a constant average Coefficient of Discharge (Cd) of 0.62. The importance of these weirs as a sensitive discharge measuring device in field and laboratory is highlighted.
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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 is achieved by using the complementary weir profile of a Quadratic weir above the parabolic base which has the significant property of fast convergence. This weir gives discharge for all flows above the threshold depth, proportional to (head)2/3 measured above a reference plane, with increasing accuracy as head increases. Experiments with these two weirs confirm the theory by giving a constant average Coefficient of Discharge (Cd) of 0.62. The importance of these weirs as a sensitive discharge measuring device in field and laboratory is highlighted.
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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 team members is often difficult although of paramount important to design outcomes. Based on these results, case studies have been carried out to gain further insights into communication issues and problems, and explore why and how they are caused. Through the application of multiple approaches, a model has been developed, which suggests strategies that may help participants communicate more effectively and ultimately improve the quality of construction design outcomes.
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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 new methods and tools, in which the design for quality, cost, construability and reliability play an important role. The planning and management of building design has historically focused upon traditional methods of planning such as Critical Path Method (CPM). Little effort is made to understand the complexities of the design process; instead design managers focus on allocating work packages where the planned output is a set of deliverables. This current design method forces design teams to manage their work on a discipline basis, each working on achieving their deliverable as dictated by the design program with little regard of the relationship with other disciplines and organizations. In addition, because Architect and Engineering firms view design and construction as two separate independent phases of work in project it makes it difficult to verify constructability in a design and create flow in the overall process. The goal of this study is to look at how aligning interests, objectives and practices based on lean fundamentals, during the earliest stages of a project, as a method of improving construction performance.<br>by Leticia Soto.<br>S.M.
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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 power plant usually poses considerable design challenges requesting scarcely available real estate. A quick to build, smaller foot-print new chimney will add to the solutions available. Additionally, the same design concept may be used in existing chimney structures. By removing the original flue, the flue gas opening in chimneys originally designed for high velocity hot flue gas evacuation is enlarged, making it suitable for accommodation of low temperature wet flue gases in a limited outage time. Cost of the different options will be discussed, taking into consideration construction schedules, manpower requirements, and local design restrictions to provide a realistic comparison basis for the respective design options
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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 acid resistant brick liners which have been conventionally used. This paper explores the experience of chimney manufacturers and builders to address the requirements of operation with wet scrubbers. This includes issues of liner velocities, liquid carryover, the use of new materials and construction techniques.
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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 s.f. (93,000 m2) used in outlet ductwork, chimney liners and absorbers. In addition resistance welded clad plate has been used and proven successful in hundreds of demanding applications in the chemical process industry (that in general have more severe corrosive environments than FGD applications, with up to full vacuum conditions) since 1970. This paper discusses the resistance welding clad plate manufacturing process, provides a detailed list of users and installations, and presents fabrication techniques for both new and retrofit FGD construction with typical costs using various clad composites.
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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 range of fuel types and sources, TEC has elected to retrofit a new flue gas desulfurization system for the combined flue gas generated by Units 1 &amp; 2. The FGD system will consist of a single absorber module designed to operate at a high velocity and achieve 95% sulfur dioxide removal. The absorber will utilize a Dual Flow Tray and dibasic acid (DBA) to enhance flue gas absorption capacity, while producing commercial grade gypsum. The new FGD system includes booster fans, ductwork to interface with the existing electrostatic precipitators, and a new chimney. The existing reagent preparation system was expanded to provide reagent slurry for the new system (Units 1 &amp; 2). The dewatering equipment, consisting of primary dewatering hydroclones and rotary drum vacuum filters, was also upgraded to serve both station FGD systems. A new wastewater treatment system, sized to handle the combined blowdown from both FGD systems, is also supplied. The single absorber vessel for scrubbing the gases of Units 1&amp;2 necessitated the selection of corrosion resistant materials that would allow for high on-line availability of the FGD system. The chloride concentration level of up to 30,000 ppm in the recycle tank during normal operation, eliminated many of the medium grade stainless steels from consideration for the scrubber/outlet duct. This paper will review the overall system and absorber designs. The materials of construction that were selected along with those that were considered will be discussed. Construction methods with specific attention to welding considerations will also be reviewed.
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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 s.f. (93,000 m2) used in outlet ductwork, chimney liners and absorbers. In addition resistance welded clad plate has been used and proven successful in hundreds of demanding applications in the chemical process industry (that in general have more severe corrosive environments than FGD applications, with up to full vacuum conditions) since 1970. This paper discusses the resistance welding clad plate manufacturing process, provides a detailed list of users and installations, and presents fabrication techniques for both new and retrofit FGD construction with typical costs using various clad composites.
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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 results will show the effect of the type of resin and veil on the performance of FRP when subjected to the test environment described above.
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8

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 thinner linings. The manual analysis was slow, tedious, and prone to error. For the last 20 years, computers have been used to speed up the process and allow the engineer to analyse possible designs more quickly, more accurately, and using more sophisticated mathematics. Recently, the analysis has been put on line in interactive mode. The designer can then investigate by simulation the consequences of a great many possible designs in a matter of minutes, allowing him to quickly find an optimum design.
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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 arrangement, and the prescription of many of the requirements for the design of the FRP liner are the responsibility of the chimney supplier. This paper explores various features of FRP liners and chimneys, how they relate to each other and the factors affecting decisions made during the design and installation process. Proper, timely coordination and communication between the chimney supplier and the FRP liner supplier generally results in a well-designed and successful chimney project.
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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"

1

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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