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Journal articles on the topic 'Stadium construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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1

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 (November 27, 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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2

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 (September 1, 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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3

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 (August 2, 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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4

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 (December 18, 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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5

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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6

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 (December 1, 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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8

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 (May 9, 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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9

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 (August 2005): 181–89. http://dx.doi.org/10.1061/(asce)1084-0680(2005)10:3(181).

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10

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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11

Kurniati, Rina. "Studi Kelayakan Akses Masuk Stadion Kebondalem Kenda." Jurnal Arsitektur ZONASI 2, no. 2 (June 17, 2019): 109. http://dx.doi.org/10.17509/jaz.v2i2.17193.

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Abstract:The development of the city is inseparable from the development of increasingly diverse community needs, including sports activities that are now not only as basic needs but also become the lifestyle of the community. These developments require the availability of sports venues with centralized and comfortable facilities. Kendal District Government is developing the Kebondalem Stadium in order to accommodate this development. Kebondalem Stadium is in a strategic location with a main building in the form of a soccer field and other supporting facilities. The purpose of this study is to conduct a study of the feasibility of the Kebondalem t stadium. The method used is a qualitative research method. Data is obtained through field observations and document review. The analysis was carried out by qualitative descriptive analysis of the feasibility of the Kebondalem Stadium. The results of this study indicate that the condition of the Kebondalem Stadium access and parking area is not sufficient to accommodate the activities of the Kebondalem Stadium, so that a design alternative is needed in the form of a new access construction connected to Jl. Soekarno Hatta and the addition of a more adequate parking area.Keywords: Feasibility; Access, Sport Stadium. Abstrak:Perkembangan kota tidak terlepas dari perkembangan kebutuhan masyarakat yang semakin beragam termasuk aktivitas olahraga yang sekarang tidak hanya sebagai kebutuhan dasar akan tetapi juga menjadi gaya hidup masyarakat. Perkembangan tersebut menuntut tersedianya tempat olahraga yang fasilitasnya terpusat dan nyaman. Pemerintah Kabupaten Kendal melakukan pengembangan Stadion Kebondalem agar dapat mewadahi perkembangan tersebut. Stadion Kebondalem berada pada lokasi strategis dengan dilengkapi bangunan utama berupa lapangan sepakbola dan sarana pendukung lainnya. Tujuan penelitian ini yaitu untuk melakukan kajian studi kelayakan stadion kebondalem Kendal. Metode yang digunakan adalah metode penelitian kualitatif. Data diperoleh melalui observasi lapangan dan telaah dokumen. Analisis dilakukan dengan analisis deskriptif kualitatif terhadap kelayakan Stadion Kebondalem. Hasil dari penelitian ini menunjukkan bahwa kondisi akses masuk Stadion Kebondalem dan area parkir belum memadai untuk mewadahi aktivitas Stadion Kebondalem, sehingga diperlukan alternatif perancangan berupa pembangunan akses baru yang terhubung ke Jl. Soekarno Hatta dan penambahan area parkir yang lebih memadai kapasitasnya.Kata Kunci:Kelayakan; Akses; Stadion Olahraga

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12

Bai, Zhen, and Jie Zhang. "Applicability Research on BOT Financing Mode in Our Domestic Stadium Construction." Applied Mechanics and Materials 644-650 (September 2014): 5787–90. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5787.

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On the basis of expounding the features of BOT financing mode, this paper analyzes the feasibility and implementation significance of the stadium aiming at BOT mode, reaches the conclusion that BOT financing mode is applicable to our domestic stadium construction, designs basic steps and operation framework of BOT financing for the stadium construction, and puts forward problems to be noticed in implementation of BOT project.

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13

Krijgsman, A., R. H. Koetsier, and J. A. M. Van Vliet. "The Structural Design of the Gallery-Roof of the Feyenoord Stadium in Rotterdam." International Journal of Space Structures 10, no. 1 (March 1995): 65–73. http://dx.doi.org/10.1177/026635119501000104.

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The Feyenoord Stadium, built in 1938, needed a face-lift. When building new Stadiums it is wise to integrate the cantilevering gallery-rood with the bearing structure of the gallery itself. This was not possible with the existing Stadium. The special features of the plan of the Feyenoord Stadium are its strong curvature at the corners and the long, more or less, straight sides. This required a totally new structural approach. Up to now tensile ring systems were only applied on circular or at least oval plans. The development of this rectangular tensile ring system has been realised with the aid of the DIANA-computer program. Since with the presented system any plan-shape can be roofed this structural development is one step ahead in the history of spatial roof-structures.

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14

Seifried, Chad, Tiffany E. Demiris, and Jeffrey Petersen. "Baylor University’s Football Stadia: Life Before McLane Stadium." Sport History Review 52, no. 1 (May 1, 2021): 70–89. http://dx.doi.org/10.1123/shr.2020-0020.

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The present study offers a descriptive history of the football grounds at Baylor from 1894 to 2014. The current review identifies important individuals and notable events that impacted the football facilities at Baylor. Moreover, the contextual factors influencing each period of change were recognized, and it was determined if Baylor’s facilities followed the pattern of other regional peers. In the case of Baylor, football ultimately created social anchors for the institution and Waco because the increasing popularity and commercial interest in college football produced spectacles capable of providing a unique campus spirit. Next, the spectacle of football and spirit both established and improved alumni relationships and corresponded with interest in elevating the prestige of the university and city to attract students, visitors, and businesses to operate in the area. Finally, the construction of various Baylor football playing grounds produced significant media attention capable of boosting enrollments and recognition that Baylor was a major university.

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Zhenqiang, Li, and Rigoberto Ramirez C. "Design-Construction of Olympic Stadium in Honduras." PCI Journal 43, no. 1 (January 1, 1998): 20–29. http://dx.doi.org/10.15554/pcij.01011998.20.29.

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16

GITTER, SETH R., and THOMAS A. RHOADS. "STADIUM CONSTRUCTION AND MINOR LEAGUE BASEBALL ATTENDANCE." Contemporary Economic Policy 32, no. 1 (May 3, 2013): 144–54. http://dx.doi.org/10.1111/coep.12016.

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17

Conti, J. P. "Two years to kick-off [stadium construction]." Engineering & Technology 7, no. 1 (February 1, 2012): 38–40. http://dx.doi.org/10.1049/et.2012.0106.

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18

Hu, Hong Xia. "Simulation Technology of Light Effect Based on Catia and Workbench Software." Applied Mechanics and Materials 543-547 (March 2014): 3218–21. http://dx.doi.org/10.4028/www.scientific.net/amm.543-547.3218.

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The computer simulation design technology plays a very important role in the construction of large venues, which can not only improve the quality of building construction but can provide information technology reference for the construction process. In the process of constructing sports venues, the lights of the stadium cannt produce vertiginous effect due to the need of indoor sports activities. By applying computer simulation technology, using catia software to build model for the venue and taking advantage of workbench software to make simulation for the light in the venue, this paper obtains the light effect of the stadium under the function of three kinds of tubes and the tubes of different intensity. Thus, it provides the technical reference for the application of computer information technology to the construction of sports venues.

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19

Jones, Calvin. "A Level Playing Field? Sports Stadium Infrastructure and Urban Development in the United Kingdom." Environment and Planning A: Economy and Space 33, no. 5 (May 2001): 845–61. http://dx.doi.org/10.1068/a33158.

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A number of cities in the United Kingdom have recently placed a policy focus on the ability of sports events and stadia to stimulate economic and physical regeneration. Such development is most often justified from a development and regeneration perspective. Under this paradigm, the urban redevelopment which occurs consequent on stadium construction creates benefits which ‘trickle down’ from property developers, sports teams, and stadium operators to the wider community—largely in the form of employment growth. However, the attraction of the hallmark events which are (in the United Kingdom) the major revenue stream of the stadium can be reread in the context of the constant competition evidenced between cities and between regions to draw in mobile capital resources via a programme of public subsidy for private business. Under such a paradigm, the potential for the stadium to contribute to uneven development, both within and between cities, is problematic. The author examines the arguments for and against stadium development in terms of the likely effects on the economic and social fabric of the city, and identifies likely winners and losers. The role of mobile capital, political elites, and growth coalitions in driving changes in the structure and use of common space in the urban core is examined with the aid of a case study of Cardiff and the Millennium Stadium.

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FUNAHASHI, Hiroaki, Fumihiko KAN, Takayuki KATSURADA, and Yoshiyuki MANO. "Identifying and Mapping Stakeholders in a Stadium Construction Project : The Case of Kitakyushu Stadium." Journal of Japan Society of Sports Industry 30, no. 2 (2020): 2_131–2_149. http://dx.doi.org/10.5997/sposun.30.2_131.

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Junaedi, Fajar, and Filosa Gita Sukmono. "Disaster Mitigation Information in Football Matches: Fans Perspective." Warta ISKI 2, no. 02 (September 15, 2019): 124–32. http://dx.doi.org/10.25008/wartaiski.v2i02.37.

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The study focuses on problems of disaster mitigation information in football matches and the implications to audiences’ safety. The study uses study case method. The data collection is performed using in-depth interview, observation, and literature review; and the informant selection applies purposive sampling or criterion-based selection. Informants picked are fans of PSIM Yogyakarta, Persiba Bantul, and Persebaya Surabaya who experienced disasters in the stadiums. The study demonstrates, based on fans experiences, that various factors are responsible for outbreaks in football matches, namely the absence of information on disaster mitigation, the unprofessionalism of the organizers and securities in managing possible disasters, the insufficiency of the stadium architecture to deal with disasters, and the inadequacy of medical facilities in emergencies. The way forwards which are proposed is that, firstly, stadium construction should be designed by heeding disaster mitigation consideration for the sake of individuals’ well-being in the stadium. Moreover, the organizers, including the securities, should be more professional in running the matches. Finally, appropriate facilities for preventing disasters should be provided.

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Douglas, Steven P. "The Reebok Stadium." Proceedings of the Institution of Civil Engineers - Structures and Buildings 140, no. 4 (November 2000): 333–38. http://dx.doi.org/10.1680/stbu.2000.140.4.333.

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Sheldon, Mark, and Brian Dean. "Colonial Stadium, Melbourne." Structural Engineering International 12, no. 1 (February 2002): 4–7. http://dx.doi.org/10.2749/101686602777965720.

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Chen, Xiao Jie. "Study on Large Stadium Space Layout Planning." Advanced Materials Research 712-715 (June 2013): 807–10. http://dx.doi.org/10.4028/www.scientific.net/amr.712-715.807.

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The city is a complex system. The construction of sports facilities is a subsystem of the city construction and the correct selection and construction is beneficial to promote the development of the city. It has become an important impetus for the development of city and will serve to undermine and hinder. On the other hand, stadium management and use depends on the surrounding environment support, venues and located in the region to other functional units coordination, organic intergrowth, will facilitate the system overall efficiency of each subsystem and the sustainable development.

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Lee, Sang-Un. "Complete Time Algorithm for Stadium Construction Scheduling Problem." Journal of the Korea Society of Computer and Information 20, no. 9 (September 30, 2015): 81–86. http://dx.doi.org/10.9708/jksci.2015.20.9.081.

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Mcgormley, Jonathan C., and Peter J. Stork. "Assessment of Sports Stadium Damaged During Construction Accident." IABSE Symposium Report 90, no. 5 (January 1, 2005): 26–33. http://dx.doi.org/10.2749/222137805796271152.

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Liu, Zhan Sheng, Xiao Feng Wu, and Rui Long Xu. "Applied Research of BIM Technology on Prestressed Steel Structures in Xuzhou Stadium." Applied Mechanics and Materials 444-445 (October 2013): 971–75. http://dx.doi.org/10.4028/www.scientific.net/amm.444-445.971.

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Prestressed steel structure is the common form of space structure. BIM technology is used to every field of the construction industry. In order to apply BIM technology to the design and construction of prestressed steel structures, Xuzhou stadium prestressed structure was took as an example with BIM technology. Firstly, development standards of the family are created. Secondly, three-dimensional positioning technology and then establishing three-dimensional models of BIM are designed. Finally, the construction process of Xuzhou stadium is dynamically simulated.

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Zhu, Li Ming, Zheng Hao Zhu, and Chao Jie Kang. "Behavior and Construction of Stay Cables in Shiyan Stadium." Applied Mechanics and Materials 577 (July 2014): 1093–96. http://dx.doi.org/10.4028/www.scientific.net/amm.577.1093.

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The construction of stay cable is the key technology problem in large span spatial structures. This paper carried out a study on the construction scheme of stay cables based on the practical project of Shiyan stadium roof. The loss of tensile force caused by the seven steel wring with different construction order is summarized according to the experimental construction, and the tensile force slacken analysis method was used to calculate the stress of construction. Moreover, the loss of tensile force caused by anchor and relaxation is considered too. Then, the control tensile force of construction, which is used to realize the tensile construction one time, is obtained. Results of the engineering test show that the construction process is simplified and he construction scheme is economic under the condition of allowed precision. The method can provide reference for similar projects.

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Xu, Zhong Qing, Yong Gang Ding, Luo Yao, and Qiang Jun Li. "Application of the Soil Nailing Wall on Foundation Engineering." Advanced Materials Research 418-420 (December 2011): 739–43. http://dx.doi.org/10.4028/www.scientific.net/amr.418-420.739.

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The soil nailing wall is a kind of technology for supporting and strengthening the in-situ soil. The nails are integrated with the soil around tightly, so that they can form into a type of composite soil, relying on the frictional force of contact surface. Based on the analysis of the constructional scheme of the national stadium, the key factors for controlling the quality of the construction were found. The quality system during the project should be managed strictly. And the diameter, length and strength of the anchorage ought to be executed exactly. This scheme provided reasons for the national stadium’s soil nailing wall’s safety and quality assurance.

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Li, Yu Ming. "Study and Prediction on the Development Trend of Chinese Sports Venues on the Basis of Grey Prediction Model." Applied Mechanics and Materials 687-691 (November 2014): 1588–91. http://dx.doi.org/10.4028/www.scientific.net/amm.687-691.1588.

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The grey forecasting method in most of the existing prediction, there are little research on the problem of interval prediction. This paper presents the concept of synthesis of grey number and grey theory, describes the properties of the synthetic ash gray because the grey prediction model is proposed the importance to build the stadium for the first time. On this basis, the thesis analyze the research background and significance, then describes some scene at home and abroad, and then analyzes the important characteristics of large-scale sports events and sports stadium construction, at last, the paper does some prediction about the construction of the stadium. This paper mainly uses the literature investigation method combined with a survey method.

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Griffis, Lawrence G. "Reliant Stadium, Houston, Texas." Structural Engineering International 13, no. 2 (May 2003): 103–7. http://dx.doi.org/10.2749/101686603777964793.

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Reis, António, Nuno Lopes, António Campos e Matos, Paulo Pimenta, and Hugo Marques. "Dragon Football Stadium, Porto." Structural Engineering International 15, no. 2 (May 2005): 77. http://dx.doi.org/10.2749/101686605777963189.

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McCormick, Fergus, and Werran Geoff. "Aviva Stadium, Dublin, Ireland." Structural Engineering International 21, no. 1 (February 2011): 16–20. http://dx.doi.org/10.2749/101686611x12910257102037.

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Kant, Krishan. "Indraprastha Stadium, New Delhi." Structural Engineering International 1, no. 3 (August 1991): 15. http://dx.doi.org/10.2749/101686691780617472.

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Nethercot, David A., and Ted Ruffell. "Reebok Stadium, Bolton, UK." Structural Engineering International 9, no. 3 (August 1999): 193–95. http://dx.doi.org/10.2749/101686699780481899.

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Chapman, David K., Paul Arnold, and Ian T. Scott. "Madejski Stadium, Reading, UK." Structural Engineering International 9, no. 3 (August 1999): 191–93. http://dx.doi.org/10.2749/101686699780481934.

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37

Zhang, Shu. "The Analysis on the Conditions and its Causes of Sports Ground in Xinjiang." Advanced Materials Research 187 (February 2011): 487–91. http://dx.doi.org/10.4028/www.scientific.net/amr.187.487.

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The analysis being in progress , result wielding the research method data to fifth time of Xinjiang stadium field general investigation rural area middle and primary school stadium current situation such as field , funds such as document data law , expert interview law , logic grouping law demonstrate the main body of a book: Xinjiang rural area middle and primary school stadium field funds throws into sum quantity deficiency , the especially interior sports house mansion is not worth gravely, stadium field construction funds throws into way unitary, school sports beneficial result is not high. Suggestion: Enlarge investment in Xinjiang rural area middle and primary school stadium field funds , encourage various forms of ownership to invest in rural area middle and primary school sports education cause , plan Xinjiang rural area middle and primary school rationally interior and stadium field layout, is outside same.

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Verri, Valeria Guzmán. "Gifting Architecture: China and the National Stadium in Costa Rica, 2007–11." Architectural History 63 (2020): 283–311. http://dx.doi.org/10.1017/arh.2020.7.

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AbstractThe delivery of stadiums — either as gifts or as concessional loans — is part of a strategy that the People's Republic of China has been implementing since the mid-1960s in its diplomatic relations with Asian, African, Caribbean and South Pacific countries. The National Stadium in Costa Rica, designed and built from 2007 to 2011, is a prime example of China's diplomatic drive through the cultural-geopolitical spaces of the ‘Third World’. It reveals the political, financial and diplomatic operations at stake, the kind of roles architects are expected to perform and the forms of architectural debate (if any) they elicit. The stadium also brought with it the visions, interests and weaknesses of specific architectural practices related to Chinese foreign-aid projects, which involved the replication of identical forms across continents. The building highlights the interrelated processes that China has developed over decades through diplomacy and financing, the construction industry, public administration, architectural know-how and global trade.

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Okude, H., T. Kihara, T. Nakano, and Y. Ishikawa. "Design and Construction in Suita Stadium using Precast Concrete." Concrete Journal 53, no. 11 (2015): 986–91. http://dx.doi.org/10.3151/coj.53.11_986.

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Xu, Chun Hong, and Zhan Fu Jing. "Analysis on the Mass Concrete Test and Application in Stadium Project." Applied Mechanics and Materials 416-417 (September 2013): 1738–40. http://dx.doi.org/10.4028/www.scientific.net/amm.416-417.1738.

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Mass concrete technology has been widely used in the construction field. In engineering construction, the quality and construction technology of mass concrete are directly related to the quality of the projects. Thus, before the construction of mass concrete, a series of experiments should be made, and also the key points of the construction technology should be strictly followed in the construction process. In this paper, by taking the application of mass concrete in stadium project as an example, the test before the construction of mass concrete and the technical application in the construction are analyzed.

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Vinciguerra, Mariangela, Enio Pazini Figueiredo, Felipe Drummond, Carlos Zaeyen, Ícaro Moreno, and Bernard Malafaia. "Waste Management in the Reform and Adequacy of the Maracanã Stadium for the FIFA Football World Cup 2014." Key Engineering Materials 634 (December 2014): 97–112. http://dx.doi.org/10.4028/www.scientific.net/kem.634.97.

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This work aims to contribute to the minimization of solid construction waste at construction sites through the application of sustainability concepts in the construction industry, addressing the recommendations of the LEED certification. The object of study was the works of reform and adaptation of the Maracanã Stadium, venue of the final match of the 2014 FIFA World Cup. The methodology consists of visits to the construction site of the stadium, interviews with responsible people for the jobs and data analysis collected by the Maracanã Consortium Rio 2014 Report. Based on the data collected, it was evaluated the used strategies and tools in the construction to minimize the generation of waste. It was found that the strategies were well executed, contributing to the reduction of waste at the construction site and to the sustainable disposal of the generated waste. The strategies involved environmental, social and economic aspects, giving the construction an international certification for sustainable building.

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Geng, Bao Quan. "Integrated System of Life Cycle Management of Large Stadium Projects." Advanced Materials Research 250-253 (May 2011): 3150–54. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3150.

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Based on the project management with life-cycle management technology, this paper establishes a integrated system of life-cycle management (LCMIS) for large stadium construction project, which integrates decision making, design, construction and operation by two levels of entire life cycle and phrases. It resolves the existed problems of this kind of project, like the limitation of financing model, the disparity between design and construction, operation problems.

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Seifried, Chad Stephen, and Patrick Tutka. "Southern Methodist University Football and the Stadia: Moving toward Modernization." Sport History Review 47, no. 2 (November 2016): 172–92. http://dx.doi.org/10.1123/shr.2015-0018.

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The specific information provided in this paper offers a descriptive history regarding the attempts of Southern Methodist University (SMU) to be “modern” through tracing the institution’s movement from one playing field to another. Like other southern universities, SMU started football and built an on-campus stadium of concrete and steel believing their legitimacy as an institution could be enhanced through providing football as a product for consumption. However, SMU is unique among many of its contemporaries because soon after building an on-campus facility, it decided to move off campus in the pursuit of greater name recognition and revenue. Collectively, such efforts were recognized as helping to make SMU the “educational surprise of the decade, if not the century,” following its opening in 1915. The modernization of SMU football stadia involves construction and renovation of facilities from Armstrong Field (1915) to Gerald J. Ford Stadium (current).

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Morley, S., A. King, and M. Ashfield. "Stadium Australia: for 2000 Olympics." Proceedings of the Institution of Civil Engineers - Structures and Buildings 140, no. 4 (November 2000): 307–14. http://dx.doi.org/10.1680/stbu.2000.140.4.307.

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Shibata, Ikuhide. "Toyota Stadium, Toyota City, Japan." Structural Engineering International 13, no. 3 (August 2003): 153–55. http://dx.doi.org/10.2749/101686603777964612.

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Tanner, Peter, and Juan Luis Bellod Thomas. "Chapin Stadium Extension, Jerez, Spain." Structural Engineering International 13, no. 3 (August 2003): 163–66. http://dx.doi.org/10.2749/101686603777964694.

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Furtado, Rui, Carlos Quinaz, and Renato Bastos. "New Braga Municipal Stadium, Braga." Structural Engineering International 15, no. 2 (May 2005): 72. http://dx.doi.org/10.2749/101686605777963143.

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Pandya, Anil, and H. D. Matange. "Indoor Sports Stadium, Surat, India." Structural Engineering International 7, no. 3 (August 1997): 188–89. http://dx.doi.org/10.2749/101686697780494743.

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Kim, Myoung-Mo, Yong-Myung Park, and Tae-Yang Yoon. "Tubular Stadium Lighting Tower, Korea." Structural Engineering International 7, no. 3 (August 1997): 185–86. http://dx.doi.org/10.2749/101686697780494833.

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Ramakrishna, Anumolu, and Antony L. Sekhar. "Kanteerava Indoor Stadium, Bangalore, India." Structural Engineering International 8, no. 2 (May 1998): 78–80. http://dx.doi.org/10.2749/101686698780489333.

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