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Relevant bibliographies by topics / Stadium construction

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Academic literature on the topic 'Stadium construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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Journal articles on the topic "Stadium construction"

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Bunds, Kyle S., Christopher M. McLeod, Martin Barrett, Joshua I. Newman, and Joerg Koenigstorfer. "The Object-Oriented Politics of Stadium Sustainability: A Case Study of SC Freiburg." Sustainability 11, no. 23 (2019): 6712. http://dx.doi.org/10.3390/su11236712.

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Sport stadia are political objects that carry an environmental cost. The purpose of this research is to add to previous literature by theorizing the political process of stadium construction in a way that accounts for how environmental issues are introduced into the political process and, therefore, offers a more accurate lens through which to interpret how sustainable stadia are constructed. We conducted a case study of SC Freiburg’s carbon-neutral stadium construction process to theorize the object-oriented politics of sport facility construction. SC Freiburg is a German football club, playing in the Bundesliga. To examine the case, we employed a key informant interview and document analysis using Nexis Uni searches, local newspaper articles, official city documents, and social media websites. The case study of SC Freiburg’s carbon neutral stadium construction process showed that environmental concerns were included through a political process that incorporated the interests of a diverse public of human and nonhuman actors (while excluding some actors whose interests could not be reconciled) to produce a sustainable matter of fact. Additionally, we propose a pragmatic definition of stadium sustainability and suggest that environmental activists should make sure that both human and nonhuman actors with sustainability concerns are included in the stadium’s material public.

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Chen, Jinao, Aming Lu, and Feng Zhai. "Regional Layout and Planning of Large-Scale Sports Stadiums and Gymnasiums in Cities." Open House International 44, no. 3 (2019): 72–75. http://dx.doi.org/10.1108/ohi-03-2019-b0019.

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In order to ensure the high-quality completion of the construction of stadiums and gymnasiums and the smooth holding of the Fourteenth National Games, through on-the-spot investigation and collation of relevant literature at home and abroad, lessons are drawn from the experience of the planning and construction of the stadiums and gymnasiums of the recent three National Games. According to the investigation of the stadiums and gymnasiums in Shaanxi Province, the number, characteristics, overall layout and construction methods of the required stadiums are specifically analyzed. Taking Xi'an Sports Center as an example, from the point of view of the construction requirements of the main stadium of the National Games and the sports construction technology, the functional orientation and construction standards of the competition facilities and training base facilities are put forward. Especially for the planning and design of sports construction facilities including “one stadium, two gymnasiums”, Tennis Center and outdoor sports stadium, the specific index analysis is made. The index analysis provides suggestions for the compilation of the planning and design task sheet of Xi'an Sports Center, and provides reference for the planning and construction of other stadiums and gymnasiums for the Fourteenth National Games.

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Sholichan, Ahmad, and Albert Eddy Husin. "Optimization of M-PERT & BIM 5D to Minimize the Risk of Time Delay & Overrun in Stadium Project Structure Works: Key Success Factors." International Journal of Research and Review 8, no. 7 (2021): 491–98. http://dx.doi.org/10.52403/ijrr.20210770.

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Time delays and cost overrun are still a "scourge" in construction projects. The most important factors that cause these two risks are ineffective project planning and scheduling, and inaccurate quantity taking off. Thus, it is most appropriate to carry out mitigation since the project planning period. With the fact of increasing stadium construction in various countries, with iconic and futuristic design, and containing national pride, must be a serious concern so that the risk of time delay & cost overrun can be reduced. Because stadiums are like that usually involve a complex structural system, complicated installation technique with strict network diagrams. The M-PERT & BIM 5D - Based Quantity Take Off method has the potential to mitigate and minimize this risk. This study, with the RII simulation, reveals the critical success factor for applying the potential of this method, especially in stadium structural work. These factors can become a serious concern for construction practitioners, especially in Indonesia, who are and will build stadium projects. Keywords: Structure; Stadium; M-PERT; BIM 5D; RII.

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Zhong, Fangliang, John K. Calautit, and Ben R. Hughes. "Analysis of the influence of cooling jets on the wind and thermal environment in football stadiums in hot climates." Building Services Engineering Research and Technology 41, no. 5 (2019): 561–85. http://dx.doi.org/10.1177/0143624419894803.

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After winning the bid of the FIFA’s World Cup 2022, Qatar is facing the greatest challenges in terms of minimizing substantial energy consumptions for air-conditioning of stadiums and maintaining aero-thermal comfort for both players and spectators inside stadiums. This paper presents the results of temperature distributions and wind environment of the original stadium under the hot-humid climate and improvements on them for optimized scenarios of cooling jets. A combined computational fluid dynamics and building energy simulation approach was used to analyse the cooling performance and energy consumption per match of cooling air jets for 10 scenarios with different supply velocities, supply temperatures and locations of jets. The optimal scenario is to employ vertical jets above the upper tiers at supply temperature of 20°C and velocities of 2–12 m/s, integrated with horizontal jets of the same temperature at the lower tiers with 4 m/s and around the pitch with 7 m/s. This scenario can maintain the spectator tiers at an average temperature of 22°C and reduce the maximum predicted percentage of dissatisfied of thermal comfort from the original 100% to 63% for the pitch and 19% for the tiers, respectively. In terms of the energy consumption for the air-conditioning system per match, compared with one of the 2010 South Africa World Cup stadiums Royal Bafokeng stadium which consumed approximately 22.8 MWh energy for air-conditioning in winter (highest outdoor temperature 24.4°C), the maximum energy consumption of the optimal scenario in November (highest outdoor temperature 34.2°C) can reach 108 MWh. In addition, the spectator zones with scenario 8 have the potential to be resilient to the seasonal change of outdoor temperature if slight modifications of the supply velocities and precise temperature control on the spectator zones are applied. Moreover, the configurations presented in this paper can be used as a foundation of jets arrangement for future stadium retrofits in the hot climates. Practical application: This study assesses the aero-thermal conditions of a case study stadium under the hot climate of Qatar and explores the potential of applying cooling jets with different supply velocities, supply temperatures and their locations on the enhancement of both thermal and wind environment of spectator tiers and pitch. The assessment of the original stadium indicates that the ascending curved roof structure impedes the fresh air entering into the stadium and results in an asymmetric temperature distribution on the spectator tiers. The optimized design suggests a combination of vertical jets under the roof and both three arrays of horizontal jets at lower tiers and around pitch for future stadium optimizations in hot climates. It also recommends enhancing the thermal conditions on the pitch by optimizing the velocity of horizontal jets around the pitch. Moreover, the future design of the exact stadiums to be resilient to the seasonal changing outdoor temperature can be implemented based on scenario 8.

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Li, Jian Gang, and Geng Lei. "Research on Socialization Problems of University Stadium." Applied Mechanics and Materials 644-650 (September 2014): 5791–94. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5791.

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Through the document literature, this paper analyzes and studies the university stadium, facility status, existing problems, solutions, etc. It turns out that the universities have the following problems on sufficient stadiums and facilities, construction, maintenance and single capital resource. The socialization of the university sports facilities is the necessity of the university stadium construction, and also a breakthrough for the reform deepening of our domestic physical education. It is necessary to broaden the thought and adopt the reform conforming to the operation rules of the market economy. At the same time of satisfying the basic teaching training of the university, it is of great importance to strengthen the development and utilization of the university physical facilities and solve the expense shortage problem of the facility construction and development.

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Zhu, Li-Cai, Zhi Gao, Jia-Ming Zhu, and Di Zhang. "Construction of the Evaluation System of Sustainable Utilization of Large Stadiums Based on the AHP Method." Mathematical Problems in Engineering 2020 (November 9, 2020): 1–12. http://dx.doi.org/10.1155/2020/9396276.

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Large-scale sports stadiums are an important part of China’s sports stadium system and an important material basis and prerequisite for China’s basic public sports service system. This paper aims to establish the evaluation index system by exploring the utilization of large stadiums and gymnasiums under the background of sustainable development and to provide important reference for the construction and utilization of stadiums and gymnasiums in the future. Using literature methods, quantitative statistics, analytic hierarchy process (AHP), and other methods, focusing on sustainable use, this study develops a postgame utilization evaluation system for large stadiums, considering the design, construction, operation, and management of the stadium. This paper identifies 5 first-level indicators, 13 second-level indicators, and 38 third-level indicators, which mainly included five aspects of comprehensive performance, service level, environmental performance, economic performance, and venue maintenance. The AHP method was used to determine the index weight coefficient, thus forming a sustainable use evaluation index system for the large stadiums. Finally, taking Bengbu Sports Center in Anhui province as an example, this paper makes an empirical analysis.

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Majowiecki, Massimo, Stefano Pinardi, Giovanni Berti, and Luca Patruno. "Upgrading the Spoke Wheel Stadium Roof Concept." Journal of the International Association for Shell and Spatial Structures 60, no. 4 (2019): 249–56. http://dx.doi.org/10.20898/j.iass.2019.202.038.

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The roof structure of Olympic Stadium in Rome had been conceived, studied and realized between the end of 1988 and the April 1990, in total 16 months of work. This roof is the first example of spoke wheel roof structural system, that today is widely applied on many actual Stadiums around the world [1]. Wind tunnel tests on the roof structure have been carried out at the BLWT Lab. of Western Ontario University: at that time, there have been many discussions between the designer and wind tunnel researchers about the integration of wind tunnel tests data into the design process for sub-horizontal wide span roofs.<br/> The conceptual design and the method of wind dynamic analysis has been updated for the Yaoundé roof Stadium, now under construction. The aerodynamic behavior of Yaoundé stadium roof has been tested in London RWDI wind tunnel. Innovative and recently proposed numerical techniques have been adopted to perform dynamic analyses under wind action.<br/> Erection sequences prescribed for roofs of these two Stadiums are both remarkable and advanced: the big lift adopted procedure for the Olympic stadium roof in Rome and the new tie down pre tensioning operation, provided for the Yaoundé stadium cable roof.

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DeSchriver, Timothy D., Daniel A. Rascher, and Stephen L. Shapiro. "If we build it, will they come? Examining the effect of expansion teams and soccer-specific stadiums on Major League Soccer attendance." Sport, Business and Management: An International Journal 6, no. 2 (2016): 205–27. http://dx.doi.org/10.1108/sbm-05-2014-0025.

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Purpose – Two of the primary growth strategies for Major League Soccer (MLS) have been team expansion and the construction of soccer-specific stadiums. Therefore, the purpose of this paper is to determine the relationship between these factors and game-specific MLS spectator attendance. Design/methodology/approach – Two multiple regression models, one using multi-level mixed effects linear regression and another using interval regression, were developed to explain the variation in attendance utilizing the two factors of interest along with other control factors that have been identified as attendance determinants in previous literature. Game-specific data were collected for five MLS seasons, 2007-2011. Findings – The two regression models explained approximately 40 percent of the variation in spectator attendance and the results showed that expansion teams and soccer-specific stadiums were significantly related to attendance. However, the effect of soccer-specific stadiums was minimized due to the extreme success of the Seattle Sounders in drawing about twice as many fans as the next highest drawing franchise, yet playing in an American football stadium. Research limitations/implications – While many of the standard factors such as the presence of holidays and novelty players, competition from other professional teams, and day of week, competition from other professional teams; team quality failed to show significance. Expansion teams drew better than incumbent teams and the impact from soccer-specific stadia is weak given the success of the Seattle franchise (and possibly negative when excluding Seattle). Censoring of the dependent variable had a discernible impact on many of the attendance factors. Practical implications – These findings may be useful to managers of MLS and their teams along with other professional teams and/or leagues that are investigating the use of either team expansion or the construction of new facilities to increase spectator attendance. Originality/value – This is the first study to investigate the relationship between expansion and new stadium construction in MLS over multiple years. The results indicate that MLS’s decision to use team expansion and the construction of soccer-specific stadiums has been beneficial with respect to spectator attendance.

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Lavy, Sarel, Aviad Shapira, Yuval Botansky, and Cliff J. Schexnayder. "Challenges of Stadium Construction—Case Study." Practice Periodical on Structural Design and Construction 10, no. 3 (2005): 181–89. http://dx.doi.org/10.1061/(asce)1084-0680(2005)10:3(181).

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Xu, Bin, Tianyuan Feng, and Wenting Yi. "Research on the Establishment of Carbon Emission Management Model Based on the Construction Process-Taking a Stadium for the 2022 Beijing Winter Olympic Games as an Example." E3S Web of Conferences 233 (2021): 01094. http://dx.doi.org/10.1051/e3sconf/202123301094.

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At present, there are few systematic studies on carbon emission management of construction projects, which can no longer meet the requirements of carbon emission management of the construction of stadiums for Winter Olympics. This paper, taking a stadium for Winter Olympics as an example, discusses the boundaries, scenario setting and accounting methods of carbon emissions in the construction process. And then, we construct the management model and management system of carbon emissions. In this case, the monitoring and collection of carbon emissions and carbon emission reduction measures will be promoted to efficiently finalize the carbon emission pipes for the construction of Winter Olympics stadiums. The management model, technical measures and management system of carbon emissions suitable for Winter Olympics stadiums developed in this research can be further studied and widely applied to carbon emission management in the construction process of various public buildings.

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Dissertations / Theses on the topic "Stadium construction"

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Dempsey, Brian. "Palimpsest : a proposal for a new baseball stadium in Boston, Massachusetts." Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/23016.

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Mitra, John Paul. "Optimizing Construction Estimation: A Case Study of the ETSU Football Stadium and the ETSU Fine Arts Center." Digital Commons @ East Tennessee State University, 2018. https://dc.etsu.edu/honors/445.

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Considering the complexity of the construction industry, it is vital to predict costs accurately throughout the entire planning, design, and construction process of a project. Various factors such as overhead, delays, cost variation, and program and scope play significant roles in determining the viability and profitability of a project. Thus, it is important to learn about what makes construction estimates so variable even among expert estimators within the same company. This study will look at the estimation methods used by BurWil Construction Company and Denark Construction, Inc. for the ETSU Football Stadium and the ETSU Fine Arts Center, respectively, as case studies for both post- and in-development construction projects. The estimates used in different phases of the projects will be compared against the most current cost of the project; the final cost for the Football Stadium and the most up-to-date costs for the Fine Arts Center. Also, the different phases of design and construction and their corresponding estimates will be inspected thoroughly. As an ending discussion of the study, optimization efforts will be considered to assess how current planning and estimation methods can be improved to reduce cost and time for all parties involved in the project.

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Jones, Travis S. "Measuring the Impacts of Stadium Construction on Parcel Sales for Downtown Redevelopment in Toledo, Ohio." University of Toledo / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1588928725714156.

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Lukeš, Jaroslav. "Architektonická studie cyklistického stadionu /dráhy/ Favorit Brno /na volné ploše v Brně Komárově/." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-391838.

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This diploma thesis looks into the area for sport and recreation in Brno-Komárov. The main part is the project of new arena for track cycling for Favorit Brno. Part of the assignment is also the solution for urban plan and redevelopment of the large area in the south of Brno in city district Brno-Komárov. Urban plan design is framed as conversion of the whole space into sport activities area for broad public. The velodrome itself is based on the idea of a bicycle and its parts as architecturally interesting part of the building, in this case particularly lacing of a wheel. Stadium could become new landmark for its surroundings and draw attention of the general public.

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Mitra, John Paul, Joseph Shrestha, Jeremy Ross, and Jinseok Hong. "Analysis of Construction Cost Variation of Construction Manager General Contractor (CM/GC) Project." Digital Commons @ East Tennessee State University, 2019. https://dc.etsu.edu/etsu-works/5472.

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Cost overrun is prevalent in the construction industry. Usually, an owner sets a budget at the preliminary phase of a project which changes over time. Past studies are focused on analyzing the cost growth of design-bid-build projects during construction. Limited efforts have been made to analyze details of projects delivered with the Construction Manager General Contractor (CM/GC) method. This study tracks and analyzes the construction cost variation of a project from the conceptual phase to the design completion phase. The analysis is presented with a case study of a new stadium construction project. It identifies that the changes in the scope and design of the project due to the change in available budget were a major reason for variation in the cost estimates over time. Further, this study identifies a) trades with the highest variation in subcontractors’ bids, b) trades that were most overestimated, and c) trades that were most underestimated. The findings of this study is expected to aid owners, designers, and contractors of future projects in improving the preparation, planning, and estimating of future projects; reducing cost variation within trades; and optimizing the amount of contingency required to ensure the successful completion of similar projects.

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Brown, James Anthony. "A POLITICAL ECONOMIC ANALYSIS OF CINCINNATI'S DOWNTOWN REDEVELOPMENT SCHEME CENTERED AROUND THE CONSTRUCTION OF PROFESSIONAL SPORTS STADA." Miami University / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=miami1050603796.

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Engstedt, Andreas. "Arenabygget, ris eller ros? : en hedonisk prisstudie av kommuninvånarnas värdering av den nya arenan." Thesis, Uppsala universitet, Nationalekonomiska institutionen, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-248036.

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This study is an examination of the stadium fever prevailing in Sweden. It is built stadiums in Sweden as never before. The high cost of these constructions end up in the end at the Swedish taxpayers. The study examines through the hedonic pricing of real estate how local residents value the new stadiums. The result indicates that local residents put a positive value in the costly and sumptuous buildings. The study includes 44 stadium constructions in 37 municipalities and is the first of its kind in Sweden.<br>Denna studie är en granskning av den arenafeber som råder i Sverige. Det byggs idrottsarenor i Sverige som aldrig förr. De stora kostnaderna för dessa byggen hamnar i slutändan hos de svenska skattebetalarna. Studien undersöker genom hedonisk prissättning av fastighetsmarknaden hur kommuninvånarna värderar de nya arenorna. Resultatet indikerar att kommuninvånarna lägger ett positivt värde i de kostsamma och praktfulla byggena. Studien omfattar 44 arenabyggen i 37 kommuner och är den första i sitt slag i Sverige.

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Mezher, Jad F. (Jad Farid) 1978. "Evolution in the design and construction of stadiums." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/29561.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.<br>Includes bibliographical references (leaves 58-59).<br>Stadiums have carried through time, from ancient to modem, a common identity in the design concept, reflected through similarities in shape, structural elements, materials and methods of construction. The earliest design models appeared with the Greeks starting the eighth century B.C. and were improved by the Romans during the first four centuries A.D. The Colosseum, Roman's most acclaimed amphitheater is regarded as the mother of all modem stadiums, setting the rule for innovative design and construction. It generated the first stadium designs of the modem era and guided the evolution of their successors to the level of beauty and sophistication they actually reflect. This thesis presents the Colosseum as a case study for the identification and analysis of the major aspects of ancient stadiums design and construction methods following the model of Roman Engineering. Moving on towards the last two centuries, the Colosseum will be a guide to trace the evolution in the structural types of stadiums urged by the emergence of new construction materials and techniques in the flow of technological development.<br>by Jad F. Mezher.<br>M.Eng.

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Kerouš, Jakub. "Nosná ocelová konstrukce zastřešení sportovního stadionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265567.

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This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.

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Kouriya, Julia, and Zina Yacob. "Maximering av spännvidd vid ändfack för betongbjälklag i bostäder." Thesis, KTH, Byggvetenskap, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174897.

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Dagens samhälle har fått en explosiv utveckling som förverkligar mycket som för bara några år sedan var inte mer än fantasier. Dagens utvecklingsförsprång ställer oss, byggnadskonstruktörer, inför rejäla utmaningar. Den globala folktillväxten ökar väsentligt vilket leder till tätbefolkade städer. Detta utvecklar ett stort utrymmesbehov hos många av oss. Allt detta resulterar i att efterfrågan på stora och öppna planlösningar ökar markant. En av dagens tendenser är att beställare och arkitekter har en benägenhet att tänja på gränserna på maximala spännvidder mellan bärande betongväggar, för bjälklagstjockleken 250 mm. Detta är ett tillfredsställande mått för att klara ljudklass B. Dessutom är det opraktiskt att variera bjälklagstjocklekar inom ett projekt, därför vill man ha uniformitet med samma tjocklek över projektet. För att vi ska kunna förverkliga vårt uppdrag har vi varit tvungna att genomgå en lång beräknings- och undersökningsprocess. I våra beräkningar har vi lagt fokus på två upplagsfall. Det första upplagsfallet ”fri-inspänd” och det andra fallet ”inspänd-yttre gavelvägg”. Första fallet har varit det värsta fallet i och med att vi bara har ett stöd som måste bära hela betongbjälklaget, vilket har varit en stor utmaning. Andra fallet var dock betydligt enklare på grund av de två stöden som utgjorde en stor del av ”arbetet” och lyfter upp bjälklaget, hela tyngden vilade inte på armeringen som i föregående fall. Inte bara spännvidden skall klaras utan även angiven sprickvidd på 0,3 mm. Examensarbetet består av förklarande fakta som är strikt relaterad till efterföljande beräkningar. Alla beräkningar har utförts för hand, utan programstöd.<br>Today's society has received a degenerate development embodying much that just a few years ago was no more than fantasies. This development sets us, structural engineers, facing real challenges. The global population growth increases significantly leading to densely populated cities. This develops a large space need for many of us. All this results in the increasing demand for large and open floor plans significantly. One of the current trends is that the clients and architects have a tendency to push the limits on maximum spans between bearing concrete walls, slabs for thickness 250 mm. This is a satisfactory measure of the concrete content to manage audio class B. Moreover, it is impractical to vary the slab thickness within a project, so he wants to have uniformity with the same thickness over the project. For us to be able to realize these long spans between bearing walls, we have been forced to undergo a long calculation and examination process. To begin with, we have studied the company's requirements and preferences, based on that, we started joists analysis. In our calculations, we have laid emphasis on two cases. The first circulation fall "free - clamped" and the second, "clamped- outer end wall." The first case has been the worst case, in that we only have one support that must bear the entire concrete slab, which has been a major challenge. Second case was considerably easier due to the two supports which made a large part of "work" and lifts the slab, the full weight rested not on the reinforcement as in the previous case. Not just the span must be met, but also given crack width of 0.3 mm. The thesis consists of explanatory facts that are strictly related to the subsequent calculations. All calculations have been performed by hand, without program support.

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Books on the topic "Stadium construction"

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Mullins, Matt. Stadium. Cherry Lake Pub., 2009.

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Survey of college sports stadium redesign efforts. Primary Research Group, Inc., 2013.

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Cape Town Stadium: Between the lines. Griffel, 2010.

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New York (State). Legislature. Assembly. Committee on Corporations, Authorities, and Commissions. Public hearing, utilizing public financing for construction of a new Yankee Stadium in New York City. En-De Reporting Services, 2009.

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New, York (State) Legislature Assembly Committee on Corporations Authorities and Commissions. Public hearing--utilizing public financing for construction of a new Yankee Stadium in New York City. En-De Reporting Services, 2009.

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Coffey, Ross. The stadium: How we built the dream. Box Press, 1999.

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System, Oregon University. Oregon University System: Reser Stadium construction at Oregon State University. Secretary of State, Audits Division, 2006.

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David, Pagel, ed. Cowboys stadium: Architecture, art, entertainment in the twenty-first century. Rizzoli, 2010.

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Enz, Tammy. Under the lights: Exploring the secrets of a sports stadium. Capstone Press, 2010.

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Barclay, Patrick. Wembley Stadium: Venue of legends. Prestel, 2007.

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Book chapters on the topic "Stadium construction"

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Li, Shunqiu, and Zhong Li. "Smart City and Smart Stadium Construction Under the Background of Internet." In Lecture Notes on Data Engineering and Communications Technologies. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5857-0_124.

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Alves, Guilherme Perosso, and Ligia Eleodora Francovig Rachid. "Evaluation of Constructive Pathological Manifestations in Public Buildings: The Olympic Stadium of Cascavel City, PR." In Case Studies of Building Pathology in Cultural Heritage. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0639-5_1.

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Ruan, Zhe. "Construction and Practice of Resource Sharing Service Platform for Stadiums and Gymnasiums from the Perspective of “Internet +”." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69999-4_99.

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Balletto, Ginevra, Giuseppe Borruso, and Giovanni Mei. "Location Theory and Circular Economy. Demolition, Constructions and Spatial Organization of Firms – An Applied Model to Sardinia Region. The Case Study of the New Cagliari Stadium." In Computational Science and Its Applications – ICCSA 2019. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-24302-9_38.

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Lewis, Robert W. "Conclusion." In The Stadium Century. Manchester University Press, 2016. http://dx.doi.org/10.7228/manchester/9781526106247.003.0007.

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The construction of the Stade de France has certainly not ended the debates over stadia in modern France. Much to the surprise of many people, the French rugby federation (FFR) announced its plans in late June 2012 to build its own 82,000-person stadium south of Paris, in the suburb of Evry-Essonne, at the site of the old hippodrome of Ris-Orangis. The FFR initially projected that the stadium could be ready by 2017 at the earliest and 2030 at the latest; as of late 2015, the FFR hoped to use the projected stadium as the centrepiece for its bid to host the 2023 Rugby World Cup....

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Lewis, Robert W. "A ‘grand stade’ for Paris: stadia, urban planning and the 1924 Olympics." In The Stadium Century. Manchester University Press, 2016. http://dx.doi.org/10.7228/manchester/9781526106247.003.0002.

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This chapter focuses on the debates over the construction of a monumental, 100,000-person stadium in advance of the 1924 Olympic Games in Paris. The stadium’s advocates argued that it would spark a nationwide revival of French physical fitness, deemed critical in light of demographic anxieties generated by the First World War, while its detractors saw the stadium as an expensive space for parasitic mass spectatorship. Yet even the promoters of the Olympic Games (both in France and outside its borders) were leery of the crowds that they hoped to attract: they feared that the mass public was disorderly and dangerous, and that it showed an alarming propensity to seek out the ‘spectacle’ of sport rather than appreciate the latter’s higher moral and physical purpose. This ambivalence contributed to the Paris municipal council’s refusal to support the stadium. While the Olympics still took place, at a privately-owned stadium in the suburb of Colombes northwest of Paris, the Olympic stadium crisis ultimately revealed deep fractures over spectator sport as a matter of official public policy and in relation to urban development, and set the template for sporting practices and further debates that continued well into the 1950s.

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"HIGH TECHNOLOGY STADIUM CONSTRUCTION BY TAKENAKA CORPORATION, JAPAN." In Stadia Arenas and Grandstands. CRC Press, 2002. http://dx.doi.org/10.1201/9781482272147-45.

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Srinivasan, S., A. Ayoub, and A. Elsherif. "41. The design and construction of the domes for the Cairo stadium." In Space Structures 4. Thomas Telford Publishing, 1993. http://dx.doi.org/10.1680/ss4v1.19683.0041.

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Sayan, Anıl, and Gunes Ekin Aksan. "Fan Culture in the Digital Age." In Handbook of Research on the Impact of Fandom in Society and Consumerism. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-1048-3.ch017.

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This article seeks to examine the impact of the stadium and its emotional references on spectators' virtual presence and experience. Specifically, the transfer of such practices to the online fan forum Ali-Sami-Yen.net, one of the largest unofficial fan forums founded by supporters of the Turkish popular football team Galatasaray in 1999, is inspected and the significance of spatiality for the football fan cultures is scrutinized with Maffesoli's concept of the “neo-tribe” in this chapter. The notion of neo-tribe helps to discuss the role of shared ambiance and emotions for the construction of the virtual experience in a fan forum. Methodologically, content and interaction among the users on Ali-Sami-Yen.net is analyzed through the primary sources including in-depth interviews and participant observation. It is concluded that the stadium attendance with its specific terrace culture practices constitutes a distinctive source of identity among the Galatasaray fans and their online forum is the replica of this experience.

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Wan, Hai-ying, An-ying Chen, and Ji-po Yu. "Stability analysis and monitoring for the construction of a steel spatial hybrid structure stadium." In Recent Advances in Analysis, Design and Construction of Shell and Spatial Structures in the Asia-Pacific Region. CRC Press, 2019. http://dx.doi.org/10.1201/9780429284717-5.

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Conference papers on the topic "Stadium construction"

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Collins, Patrick, Takashi Fukuoka, and Tsuyoshi Nishimura. "Orbital Sports Stadium." In Seventh International Conference and Exposition on Engineering, Construction, Operations, and Business in Space. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40479(204)73.

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Xie, Haiyan, and Nirmal N. Weerasekara. "Modeling and Simulation of the Evacuation Plan for Hancock Stadium." In Construction Research Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479827.244.

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Llarena, Javier, Armando Bilbao, and Nerea Castro. "San Mames New Football Stadium. Design and Construction." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2446.

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Grandi, Andrea, Julien-Erdem Erdogan, Cagri Yayim, and Mese Gencalp. "Besiktas stadium roof: innovative design and construction method." In IABSE Symposium, Vancouver 2017: Engineering the Future. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.2881.

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Wang Xueshi and Lin Shan. "Analysis on intelligent construction of stadium based on virtual operation mode." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6003063.

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Birchall, Matthew, and Fergus Mccormick. "London 2012 Olympic Stadium Transformation: Part 2: Engineering the Extraordinary." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2438.

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Ren, L., H. N. Li, T. H. Yi, and S. Y. Wang. "Stress Monitoring of the Spatial Truss of the Huanghe Center Stadium during Construction." In 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481899.098.

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Wu, Zhao-fu, and An Zhou. "Application and Research of Steel Structure Construction Monitoring of Costa Rica State Stadium Canopy." In 2010 International Conference on E-Product E-Service and E-Entertainment (ICEEE 2010). IEEE, 2010. http://dx.doi.org/10.1109/iceee.2010.5660434.

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"Research on the Construction of Stadium Resource Sharing Service Platform under the "Internet +" Background." In 2020 5th International Conference on Technologies in Manufacturing, Information and Computing. Francis Academic Press, 2020. http://dx.doi.org/10.25236/ictmic.2020.135.

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Zhou, Taiquan, and Yuan Hua. "Displacement monitoring analysis of a stadium reticulated shell structure during construction process using optical apparatus." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839025.

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