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Journal articles on the topic 'Airport terminal building'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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1

Dakshayini R Patil and Mamatha P Raj. "The Architecture of Airport Terminals: Gateway To A City." Creative Space 7, no. 1 (July 11, 2019): 11–18. http://dx.doi.org/10.15415/cs.2019.71002.

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This paper looks at Airport Terminals as icons in a city and the design aspects for the Terminal building which is the interface between ground & air transport. The architecture of Terminal building involves diverse perspectives of analysis and understanding. As glamorous gateways to a city, Airports are representative and first impressions of the city. Hence, form and function of Terminal buildings are both equally prime aspects of planning & design. Cities vie for world class airports- domestic or international, as they are a city’s pride like any other monument or landmark, catering to visitors across cities and nations. Airports are generally planned for a longer life term functioning at least for half a century with intent of good possibility of future expansion. A Terminal has two sides to it; land-side and air-side. While passenger comfort and safety are of utmost importance, on air-side the operational activities of the aircrafts require critical planning and management. They are large establishments involving architecture and technical design detailing at various scales. Apart from the primary objectives of passenger needs, airline operational needs, airport management- safety & security, there is a community objective as well; which involves a facility for citizens; airport building itself being an aesthetic and integral part of the city. Indian cities are witnessing unprecedented growth in air travel and expectations of a good experience at the Airport is deemed prerogative. ‘Green Airports’ are the current theme in India going the social & environmental way of design & conceptualization.

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KUNITSU, Hiroaki, Toru KOBORI, and Mitsugu ASANO. "Sendai Airport Passenger Terminal Building." IABSE Congress Report 16, no. 13 (January 1, 2000): 915–22. http://dx.doi.org/10.2749/222137900796297923.

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3

Pitt, Michael, Fong Kok Wai, and Phua Chai Teck. "Strategic optimisation of airport passenger terminal buildings." Facilities 19, no. 11/12 (November 1, 2001): 413–18. http://dx.doi.org/10.1108/02632770110403383.

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Airport design has improved significantly in the last 20 years. Design has moved from simple protection from the elements to almost full automation. Many older airport facilities are now outdated and require replacement. The decision to replace must be made based upon benchmarking with similar airport facilities. Summarises the current position with airport design and suggests that efficient use of facilities cannot depend upon shareholder return alone but must be based on national interest and efficiency demonstrated through external benchmarking. Suggests that facilities managers must be aware of the expectations of the airlines and passengers and the indicators used in the assessment of performance. Outlines the reasons that influence an airport’s decision to upgrade or replace its terminal facilities.

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4

Thomsen, Kjeld, Hilmer Jung Larsen, Helge Skov Pedersen, and Bjarne Ibsen. "New Terminal Building, Billund Airport, Denmark." Structural Engineering International 12, no. 3 (August 2002): 175–78. http://dx.doi.org/10.2749/101686602777965423.

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5

Feng, Zhen Yi, and Yu Xiao. "Discussion on the Development Trend of China’s Airport Terminals." Applied Mechanics and Materials 584-586 (July 2014): 26–33. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.26.

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Airport terminal is a key part of the air transport system. The Buildings' function, form and technology reflect not only the charm of this rapidly growing industry, but also the usage of new technologies and new materials in the new era. Based on the introduction of hub network, commercialization, diversification and advance of foreign airport terminals, China's airport terminals are analyzed through T2 of Shanghai Pudong International Airport and T2 of Beijing Capital Airport in this paper. Moreover, four development trends of airport terminals in China, including human-building-environment harmony, sustainable development, commercial diversification and ecological technology-oriented development, are proposed according to the current construction state and associated influencing factors.

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6

Widiyastuti, Titik, and MI Ririk Winandari. "KARAKTER FASAD BANGUNAN TERMINAL PENUMPANG BANDAR UDARA INTERNASIONAL SOEKARNO HATTA." NALARs 20, no. 1 (January 13, 2021): 37. http://dx.doi.org/10.24853/nalars.20.1.37-44.

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ABSTRAK. Bandar Udara Internasional Soekarno-Hatta merupakan pintu gerbang ke berbagai negara/daerah maka bentuk bangunan terminal penumpang dapat memberikan ciri khas atau identitas atau karakter visual bagi kawasan bandar udara dan memberikan keindahan saat dilihat dari sisi udara dan sisi darat. Terminal penumpang merupakan bangunan yang dapat menampilkan karakter visual bandar udara. Karakter visual dapat dirasakan oleh setiap pengguna bandar udara yang terlihat pada fasad bangunan. Fasad pada Terminal Penumpang bandar udara memiliki peranan penting dalam mempresentasikan dan memudahkan masyarakat untuk mengenal Bandar Udara sebagai ciri khas kawasan , sehingga fasad terminal penumpang perlu dikaji elemen-elemennya yang dapat menampilkan karakter bangunannya. Penulisan ini bertujuan mengidentifikasi elemen fasad pada bangunan terminal 1, terminal 2 dan terminal 3. Metode yang digunakan pada penulisan ini adalah metode kualitatif dengan mendeskripsikan karakter fasad bangunan terminal penumpang. Dari hasil analisis maka didapatkan karakter fasad bangunan terminal penumpang Bandar Udara Internasional Sooekarno-Hatta berupa atap, pintu, jendela dan ornament. Kata kunci : fasad, terminal penumpang, bandar udara ABSTRACT. Soekarno-Hatta International Airport is the gateway to various countries/regions, so the passenger terminal building's shape can provide characteristics or identities or visual character for the airport area and provide beauty when viewed from the airside and the side of the ground. The passenger terminal is a building that can display the visual character of the airport. The visual character can be felt by every airport user seen on the façade of the building. The facade of the airport Passenger Terminal has an essential role in presenting and making it easier for the public to know the airport as a characteristic of the area. The façade of the passenger terminal needs to be reviewed; its elements that can display the character of the building. This writing aims to identify the facade elements in terminal 1, terminal 2, and terminal 3. The method used in this paper is a qualitative method by describing the character of the façade of the passenger terminal building. From the results of the analysis, it is found that the character of the facade of the passenger terminal of Soekarno-Hatta International Airport in the form of roofs, doors, windows, and ornaments. Keywords: façade, passenger terminal, the airport

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7

Besjak, Charles, Preetam Biswas, Alexandra Thewis, Raymond Sweeney, and Damayanti Chaudhuri. "Chhatrapati Shivaji International Airport—Integrated Terminal Building." Structural Engineering International 23, no. 1 (February 2013): 8–13. http://dx.doi.org/10.2749/101686613x13363929988296.

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8

Liu, Xiaochen, Xiaohua Liu, Tao Zhang, and Bowen Guan. "On-site measurement of winter indoor environment and air infiltration in an airport terminal." Indoor and Built Environment 28, no. 4 (July 17, 2018): 564–78. http://dx.doi.org/10.1177/1420326x18788601.

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Currently, many airports in China are being built or retrofitted. Reducing energy consumption in airport terminals is of the utmost urgency. This paper describes on-site measurements of indoor thermal environment and air infiltration of a hub airport in winter in southwest China. Air velocity measurements with air volume balance check and thermal balance check were applied to assess air infiltration rates in terminal buildings. In unsecured halls, air infiltration rates were 0.61 air change per hour (ACH) (6.6 m3/(h m2)) and 0.28 ACH (3.0 m3/(h m2)) when space heating was on and off, respectively; while in secured piers, those two air infiltration rates were 0.42 ACH (2.6 m3/(h m2)) and 0.24 ACH (1.5 m3/(h m2)). Air infiltration consumed 66–92% of heat supplied by space heating systems, showing that winter air infiltration significantly affects indoor thermal environment and energy consumption in terminal buildings where air flows out through the doors of service walkways and open skylights on the roof. Furthermore, influences of building characteristics, space heating systems and outdoor temperatures on winter air infiltration in large space buildings were analysed. This research helps to clarify the key issues influencing indoor thermal environment and proposes solutions for energy saving in terminal buildings.

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9

Winahyu, Sri Hapsari. "Kajian Pengembangan Terminal Penumpang Bandar Udara Sultan Babullah - Ternate." Warta Penelitian Perhubungan 22, no. 11 (November 30, 2010): 1091–103. http://dx.doi.org/10.25104/warlit.v22i11.1148.

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BasU: infrastructure for passenger aircraft is passenger terminal building. The increase in the numberof passengers at airports by Sultan Babullah necessarily requires an increase in the service of passengers,namely the development of passenger terminals or through optimization of the existing infrastnicture.From the data processing, estimated passenger Babullah Sultan Ternate Airport in 2014 will amountto 643,756 people, with the number of passengers at peak hours as mam; as 202 people. VVith resultslike these, then in 2014 the passenger terminal area required by the Sultan of Ternate BabullahAirport is 2828 m2.

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10

Wang, Yuan, and Yu Zhang. "Impacts of Automated Vehicles on Airport Landside Terminal Planning, Design, and Operations." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 10 (May 21, 2019): 443–54. http://dx.doi.org/10.1177/0361198119850473.

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Income from parking, rental car facilities, and other ground access modes for most commercial airports in the United States is a significant component in revenue. With the emergence of automated vehicles (AVs), or so-called “self-driving vehicles,” these fundamentals could change. Airport stakeholders need to understand the impacts of the emerging AVs to airport planning, design, and operation. If the impact hurts the operational resilience and financial sustainability of the airports, the stakeholders should come up with countermeasures to alleviate the impacts and to ensure the smooth operation and continuous growth of the airport. To serve these needs, this study quantifies the potential impacts of AV on airport parking and ground access by building a simulation platform and applying scenario analyses. Two airports are selected for case study: Tampa, FL (TPA) and San Francisco, CA (SFO). To fill in the gaps of historical data, statistical methods are used to generate inputs for study airports based on historical information of passenger demand, ground access mode split, and parking categories and durations. Furthermore, future scenarios are developed based on reasonable assumptions of the emergence of AVs. Outcomes of the case study show that the emergence of AVs will significantly affect airport operation if nothing as of now was changed. However, the impacts could be different for airports that are more auto-dependent versus those in metropolitan areas with various ground access options. Moreover, this study discusses possible strategies that can help airports generate revenue in the era of emerging AVs.

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11

Benčat, Ján, and Juraj Koňár. "Dynamic Response of Buildings and Structures due to Microtremor Part 2: Construction Works – Pile Driving Effects." Advanced Materials Research 969 (June 2014): 133–39. http://dx.doi.org/10.4028/www.scientific.net/amr.969.133.

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Operation of construction equipment causes ground vibrations which spread through the ground and diminish in strength with distance. The construction vibrations should be reduced by planed and controlled use of construction machinery. We studied the effect of the construction vibration in the Bratislava Airport buildings caused by sheet piles driving near the operated Airport building and site of new terminal building.

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12

Xie, Xu Yang. "Explore the Airport Terminal Construction Survey." Advanced Materials Research 1065-1069 (December 2014): 2309–12. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.2309.

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A Case Study of an airport terminal in a large steel works discussed how to install components in precise positioning to ensure the accuracy of the installation, the arc-shaped building also studied the design and measurement methods of measurement and provide for other similar projects a reference basis.

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13

Ramis, Jacqueline Elhage, and Emmanuel Antonio dos Santos. "The impact of thermal comfort in the perceived level of service and energy costs of three Brazilian airports." Journal of Transport Literature 7, no. 2 (April 2013): 192–206. http://dx.doi.org/10.1590/s2238-10312013000200010.

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To evaluate airports' current thermal comfort temperature and humidity were registered in three main Brazilian international airports, other variables were local region climate characteristics and the constructive types of passenger terminal buildings. The Brazilian air transportation demand has considerably grown over the last decade, with some airports reaching their capacity. Thermal discomfort may be a key driver of passenger perceptions of airport service levels, specially under capacity overload situations. Therefore, to achieve airport thermal comfort within this new scenario, and with the imminent and future expansions of the airport system, certainly put extra work on the existing air conditioning systems, consequently increasing energy consumption and its associated costs. Collected temperature and humidity from each study case subsided the data for the psychrometric charts. The evidences showed temperatures below the international standards requirements for thermal comfort levels. These charts also indicated that adequate building types with natural air circulation, provides the best levels of thermal comfort. Results suggest the importance of considering the implementation of a combined system using artificial and natural air conditioning in the planning of future expansions.

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14

Shang, Di Fei, Ya Ping Zhang, and Shao Wu Cheng. "A Review on Intelligent Distribution for Passenger Service Resources in Airport Terminal Building." Advanced Engineering Forum 5 (July 2012): 9–13. http://dx.doi.org/10.4028/www.scientific.net/aef.5.9.

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Terminals are important resources. They serve as a key role in transportation of people and goods in regional, national, and international commerce. Ensuring scheduled flight security and punctual is a basic requirement of civil aviation. In the premise that existing service resources unchanged, intelligent distribution and dispatch for passenger service resources in airport terminal building is an effective way to solve problems of delays for passengers. To study passenger departure processes in airport terminals, improve their operation, efficiencies, reduce delay, and improve service quality, a research on intelligent distribution for passenger service resources is developed using data integration methods, flow prediction method and intelligent simulation optimization algorithm.

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15

Kuang, Kueh Lip. "Changi Airport Terminal 3, Singapore." Structural Engineering International 19, no. 1 (February 2009): 28–32. http://dx.doi.org/10.2749/101686609787398290.

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Ma, Jin Sheng, Xin Tao Liu, Da Min Zhuang, and Shao Guo Wang. "CFD-Based Design of the Natural Ventilation System of the Traffic Center of T3 in Beijing International Airport." Advanced Materials Research 291-294 (July 2011): 3292–95. http://dx.doi.org/10.4028/www.scientific.net/amr.291-294.3292.

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According to the ventilation and heat issues of Beijing Capital International Airport T3 Terminal Station Transportation Center (GTC), based on the actual conditions of the building structure, geographical location, climate and other characteristics, the internal environment of temperature and other issues are analyzed and researched. And the relationship of indoor air flow and interior space of the building is established. With methods of CFD, and from the perspective of the Energy Saving and Environmental Protection, natural wind and related technology are utilizes, and natural ventilation and heat transferring guidance systems are designed, so that the internal temperature is reduced and the indoor comfort is improved. Introduction Beijing Capital International Airport is located on a piece of land of Chaoyang District on the northeast of Beijing, 25.35 km from Tiananmen Square. It is the busiest transportation and production major international airports of China, on the most important location, with the largest and most complete equipment. Beijing Capital International Airport T3 Terminal Station Transportation Center (GTC) is located to the south of the T3 Terminal Building, with total construction area of more than 34,000 square meters. 1,2-floors underground are open-large parking garage, the first floor has multi-hub facilities supporting the airport, and the second floor is suburban railway stations. The roof is a glass dome, and used long-span structures. The main functional area is a large space, and the external structure for large area is glass walls. The form is determined by functional requirements of the terminal station and visual and psychological demands of people. More precisely, the form not only is a concrete manifestation of humanized design, but also brings the problem of high energy consumption.

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17

Tobisová, Alica, Dorota Liptáková, Marek Pilát, Stanislav Szabo, Róbert Rozenberg, and Peter Káľavský. "Efficiency Analyse of Airport Commercial Area." Journal of KONBiN 51, no. 2 (June 1, 2021): 93–101. http://dx.doi.org/10.2478/jok-2021-0024.

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Abstract The article is focused on analysis of financial cost effectiveness and the utilization of business premises in the terminal building of Bratislava Airport. Our analysis is based on a comparison of sales, profitability, and number of customers of individual newsagents of the GGT a. s. company, which operates three such newsagent stands at the examined airport. Each of the newsagents are located in a different part of the airport terminal, namely Schengen, non-Schengen and check-in area. The examined shops will serve as a practical example of the usability of these areas, and our goal is to find out which of these parts of the Bratislava Airport terminal building is most used by passengers and airport visitors. The data was collected for the period from 1st January 2018 to 31st December 2018, covering one full calendar year, which is a sufficient period for our analysis.

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Makari, Kaoru, Masatoshi Kameyama, Susumu Takada, Haruhisa Maeda, and Naohisa Kondou. "Lighting plan of the airport and the terminal building." JOURNAL OF THE ILLUMINATING ENGINEERING INSTITUTE OF JAPAN 79, no. 3 (1995): 109–11. http://dx.doi.org/10.2150/jieij1980.79.3_109.

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Liu, Kui Xing, Neng Zhu, Zhe Tian, and Meng Lei Wang. "Analysis of Energy-Saving Design of Glass Curtain Wall in the Terminal." Advanced Materials Research 280 (July 2011): 110–13. http://dx.doi.org/10.4028/www.scientific.net/amr.280.110.

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Airport Terminal has some unique architectural features, however, there is no design standard for Airport Terminal. In this paper, first, on the basis of researches and field tests, we make the dynamic load simulation using TRNSYS and analyze the characteristics of load of the Airport Terminal. We find the solar radiation has great impact on the building energy consumption. Second, we analyze the impact of sunshade and g-value on solar radiation. We find the L0 (L0=L/H) of southward should less than 0. 5, g-value should not be too small. Through this work, we hope to give a guide to the design of the Airport Terminal.

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Rahulan, Govindan, Mark Lenczner, and Shinichi Miyoshi. "Main Terminal, KL International Airport, Malaysia." Structural Engineering International 6, no. 3 (August 1996): 146–48. http://dx.doi.org/10.2749/101686696780495608.

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Suwanda, Danton, Widiastuti, and I. Ketut Mudra. "Airport Passenger Terminal in Buleleng, Bali Circulation Pattern in The Design Of Airport Passenger Terminals in Buleleng." Journal of A Sustainable Global South 2, no. 1 (March 13, 2020): 19. http://dx.doi.org/10.24843/jsgs.2018.v02.i01.p06.

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The transportation system is experiencing rapid development. One of the transportation systems that has developed qiote rapidly and is in great demand now is the air transportation system. The air transportation system is the main choice because air transportation can save the travel time when the distance is far enough. Development of time and technology, the increasing demand for air transportation has caused a lack of capacity at Bali’s airport. It is necessary to design a facility that can provide a place for air accommodation to accommodate the needs of air transportation users. Circulation is one thing that must be considered when designing an airport passenger terminal. Circulation are usually formed from a pattern of spatial structure so the circulation in the building will determine the smooth activity in the build- ing. Index Terms— transportation, circulation, terminal.

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Wang, Liu Bing, and Shu Ping Zhang. "Smoke Management System Design for Airport Terminal." Applied Mechanics and Materials 721 (December 2014): 66–69. http://dx.doi.org/10.4028/www.scientific.net/amm.721.66.

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“Open Cabin” includes a solid roof which has enough fire resistance, covers over the entire region whose fire load is relatively high, such as commercial building with a large area. Performance design using “Open Cabin” concept of big space, is to protect areas whose fire load is relatively high from fire using the local fire protection measures (automatic alarm system, automatic sprinkler system, fire compartment and smoke resistance facilities), in order to make up fire protection measures which cannot be set in full range within big space. Then there is no need to separate big space physically for limiting the spread of fire and smoke.

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Veale, John. "New Terminal Buildings at Madrid Barajas Airport, Spain." Structural Engineering International 19, no. 2 (May 2009): 126–29. http://dx.doi.org/10.2749/101686609788220132.

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Čerić, V. "Simulation modelling study for design of the airport terminal building." Transportation Planning and Technology 13, no. 1 (January 1989): 43–56. http://dx.doi.org/10.1080/03081068808717387.

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Ma, Hai Xin. "Researching for Maximum Number of Person in the Area Designing of Airport Terminal Building." Applied Mechanics and Materials 174-177 (May 2012): 1839–42. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.1839.

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It is important to define the area when we design airport terminal building. The use the conception of person’s maximum number and by means of analyse , calculation , application to analyze the data which coming from the practice. Finding the scientific mean for area designing of airport, then supply conveniently to the designer.

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Kim, Amy, Lysandra Medal, Shuoqi Wang, and Timothy Larson. "Indoor and Outdoor Concentrations of Particulate Matter in an Airport Terminal Building: A Pilot Study at Soekarno-Hatta International Airport in Indonesia." Buildings 10, no. 2 (February 7, 2020): 25. http://dx.doi.org/10.3390/buildings10020025.

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The air quality inside airport terminal buildings is a lesser studied area compared to ambient air quality at the airport. The contribution of outdoor particulate matter (PM), aircraft traffic, and passenger traffic to indoor PM concentration is not well understood. Using the largest airport in Southeast Asia as the study site (extends 17.9 square kilometers), the objective of this paper is to conduct a preliminary analysis to examine the mass concentrations of fine particles, including PM1 and PM2.5, and coarse particles PM2.5–10 inside a four-story terminal building spanning 400,000 square meters in Jakarta, Indonesia. The results showed the indoor/outdoor (I/O) ratio of 0.42 for PM1 with 15-min time lag and 0.33 for PM2.5 with 30-min time lag. The aircraft traffic appeared to have a significant impact on indoor PM1 and PM2.5, whereas the passenger traffic showed an influence on indoor PM2.5–10.

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27

Akcaer, Gonca, and Asena Soyluk. "Effect on the Dynamic Behaviour of the Form in Airport Terminal Constructions with Biomimetic Roof." Periodica Polytechnica Architecture 49, no. 2 (October 24, 2018): 109–16. http://dx.doi.org/10.3311/ppar.12356.

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In this study, on airport terminal building design, passing long span beams and the concept of biomimesis have been the design criteria; the use of a steel structure has been examined for supporting the design form. In the airport terminal building, steel roof types in smooth surfaced, single curved-arciform, and double-curved wave forms have been designed. The three different types of steel frame roof model have been designed with the forms frequently used within the scope of the biomimesis concept and provide a covering shaped like a bird's nest, bird wing and bubble. Dynamic analysis of the three different roof forms is according to the first-degree seismic zone and Z4 local ground class. As a result, in the long-span design criterion, the aesthetics and function influence each other and change the building's behaviour.

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Kamata, Takayuki. "The Lighting Design of Central Japan International Airport Passenger Terminal Building." JOURNAL OF THE ILLUMINATING ENGINEERING INSTITUTE OF JAPAN 86, no. 7 (2002): 442–44. http://dx.doi.org/10.2150/jieij1980.86.7_442.

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Saito, Kenji. "Uneven Settlement Measurement System for Kansai International Airport Passenger Terminal Building." Journal of the Society of Mechanical Engineers 102, no. 964 (1999): 118–20. http://dx.doi.org/10.1299/jsmemag.102.964_118.

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Neofytou, P., A. G. Venetsanos, D. Vlachogiannis, J. G. Bartzis, and A. Scaperdas. "CFD simulations of the wind environment around an airport terminal building." Environmental Modelling & Software 21, no. 4 (April 2006): 520–24. http://dx.doi.org/10.1016/j.envsoft.2004.08.011.

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Vanker, Signe, Mart Enneveer, and Margit Mäsak. "IMPLEMENTATION OF ENVIRONMENTALLY FRIENDLY MEASURES AT TALLINN AIRPORT." Aviation 17, no. 1 (March 28, 2013): 14–21. http://dx.doi.org/10.3846/16487788.2013.774938.

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This paper aims at studying the problems of aviation noise and air, soil and water pollution in Tallinn Airport and the implementation of measures to make the airport more environmentally friendly. At present Tallinn Airport has two stationary noise level monitoring terminals and one mobile terminal for metering and modelling the noise level caused by aircraft taking-off and landing. Research shows that Tallinn Airport has not yet exceeded the noise limits stipulated by regulations. The area surrounding Tallinn Airport has been divided into four noise zones. Zone 1, where the noise level does not exceed 55 dB, is suitable for a majority of types of buildings, whereas Zone 4, where the noise level exceeds 70 dB and the highest level measured was 105 dB, is absolutely unacceptable as a building area. In recent years the number of flights flying over the residential areas of Tallinn has been reduced significantly, i.e. the number of flights taking off from runway 26 and landing on runway 08. In suitable weather conditions, noisy aircraft are directed to land on RWY 26 and take off from RWY08. Thanks to the measures mentioned above, air pollution from aircraft exhaust gases has been reduced considerably in Tallinn. After the completion of the military airfield at Ämari in the nearest future, it is going to be possible to transfer the cargo flights, usually made by large noisy jets, from Tallinn Airport to Ämari. Various measures have also been taken to reduce the pollution of soil and water within the area of Tallinn Airport.

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Strzelecki, Michał. "Numerical Three-Dimensional Model of Airport Terminal Drainage System." Studia Geotechnica et Mechanica 36, no. 1 (March 1, 2014): 111–19. http://dx.doi.org/10.2478/sgem-2014-0013.

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Abstract During the construction of an airport terminal it was found that as a result of the hydrostatic pressure of underground water the foundation plate of the building had dangerously shifted in the direction opposite to that of the gravitational forces. The only effective measure was to introduce a drainage system on the site. The complex geology of the area indicated that two independent drainage systems, i.e., a horizontal system in the Quaternary beds and a vertical system in the Tertiary water-bearing levels, were necessary. This paper presents numerical FEM calculations of the two drainage systems being part of the airport terminal drainaged esign. The computer simulation which was carried out took into consideration the actual effect of the drainage systems and their impact on the depression cone being formed in the two aquifers.

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Kabošová, Lenka, Stanislav Kmeť, and Dušan Katunský. "Digitally Designed Airport Terminal Using Wind Performance Analysis." Buildings 9, no. 3 (March 7, 2019): 59. http://dx.doi.org/10.3390/buildings9030059.

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Over the past few decades, digital tools have become indispensable in the field of architecture. The complex design tasks that make up architectural design methods benefit from utilizing advanced simulation software and, consequently, design solutions have become more nature-adapted and site-specific. Computer simulations and performance-oriented design enable us to address global challenges, such as climate change, in the preliminary conceptual design phase. In this paper, an innovative architectural design method is introduced. This method consists of the following: (1) an analysis of the local microclimate, specifically the wind situation; (2) the parametric shape generation of the airport terminal incorporating wind as a form-finding factor; (3) Computational Fluid Dynamics (CFD) analysis; and (4) wind-performance studies of various shapes and designs. A combination of programs, such as Rhinoceros (Rhino), and open-source plug-ins, such as Grasshopper and Swift, along with the post-processing software Paraview, are utilized for the wind-performance evaluation of a case study airport terminal in Reykjavik, Iceland. The objective of this wind-performance evaluation is to enhance the local wind situation and, by employing the proposed architectural shape, to regulate the wind pattern to find the optimal wind flow around the designed building. By utilizing the aforementioned software, or other open-source software, the proposed method can be easily integrated into regular architectural practice.

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Feng, Yan, Hui Min Li, Cheng He, and Chun Feng. "Construction Technology of Steel Structure Roof in Terminal Building of a Civil Airport." Advanced Materials Research 368-373 (October 2011): 169–72. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.169.

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Steel structure project of an airport building is full of characters as complex forming, super long structure, complex structure selection, and bearings or joint. In this paper, the author describes the construction technique of roof steel structure in the project of a terminal building from the perspectives of construction division, construction sequences, and erection and technical measurements. It can assure the safety and quality of construction.

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Semykina, Olena. "MAIN TRENDS IN DEVELOPMENT OF MODERN AIRPORTS." Current problems of architecture and urban planning, no. 59 (March 1, 2021): 306–15. http://dx.doi.org/10.32347/2077-3455.2021.59.306-315.

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The article highlights the experience of design and construction with the expansion of existing airports, considers the factors that shape the development trends of modern international airports. Some general principles and methods of expansion of international airports are revealed. The formation of modern airports is influenced by many factors, primarily socio-economic and trends in air transport. In the last 20, 30 years, the largest percentage of the world's reconstruction is with the mandatory expansion of airports. Thus, the main issues of development of modern airports are the principles and methods of their expansion. Additional factors influencing the reconstruction of modern airports are issues of terrorist and virological security. If the issue of terrorist threats has influenced functional decisions for several decades, the virological threat is quite new and requires a comprehensive study and implementation of new measures of various kinds. Also, the purpose of the reconstruction of modern airports is to improve the level of comfort and safety, which are the main factors in the marketing struggle for air passengers and air cargo. The publication considers several typical modern examples of airport reconstruction, both in Europe and in the post-Soviet space - Kutaisi (Georgia), Marseille (France), Oslo (Norway), Amsterdam (Netherlands). The publication highlights that the expansion of the airport requires some mandatory stages. Namely, determining the appropriateness of the expansion and the main functional tasks for which this expansion should take place, determining the principles and techniques by which the expansion of the terminal will be most rational, determine whether the increase in passenger traffic requires runway expansion, determine how the increase in passenger traffic additional functions (parking, trade and food services, etc.). Of the above examples of expansion of modern airports, the most accurate is the method of expansion, which is a kind of symbiosis of building a new terminal with redistribution of functions between the new and old terminal, and with the simultaneous addition of necessary planning transitions and galleries.

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Aziz, Abdul. "Earthquake Resistant Design of Building - A Case Study on Modification of Terminal Building at Silchar Airport." International Journal for Research in Applied Science and Engineering Technology 8, no. 5 (May 31, 2020): 72–81. http://dx.doi.org/10.22214/ijraset.2020.5015.

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Di Mascio, Paola, Laura Moretti, and Massimiliano Piacitelli. "Airport Landside Sustainable Capacity and Level of Service of Terminal Functional Subsystems." Sustainability 12, no. 21 (October 22, 2020): 8784. http://dx.doi.org/10.3390/su12218784.

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The airport terminal is a complex building composed of many functional subsystems dimensioned to host passenger traffic, considering an appropriate level of service (LoS). The most widely known method to assess the LoS and design the terminal areas is the Airport Development Reference Manual by the International Air Transport Association (IATA). Based on this, a calculation tool in Microsoft Excel® was implemented to assess the capacity and dimension of the facilities for each functional subsystem of the terminal. The tool, composed of nine correlated spreadsheets, is a useful model to design new structures, evaluate the LoS currently offered, plan interventions, and face the new rules of passenger distancing due to the COVID-19 emergency. An international airport terminal with 20 million/year including Schengen and extra-Schengen passengers was studied. The LoS of the terminal subsystems was assessed and the areas needed for each subsystem were calculated. In the analyzed case study, most subsystems (departure hall, check-in, boarding gates, baggage claim, and arrival halls) were over-designed, according to the definition of the IATA LoS. This means that available spaces for queues and holding are sufficiently large to easily face the new rules of social distancing for passengers due to the recent COVID-19 emergency.

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Liu, Chun-ho, Dennis Y. C. Leung, Alex C. S. Man, and P. W. Chan. "Computational fluid dynamics simulation of the wind flow over an airport terminal building." Journal of Zhejiang University-SCIENCE A 11, no. 6 (June 2010): 389–401. http://dx.doi.org/10.1631/jzus.a0900449.

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Beever, P. "Cabins And Islands: A Fire Protection Strategy For An International Airport Terminal Building." Fire Safety Science 3 (1991): 709–18. http://dx.doi.org/10.3801/iafss.fss.3-709.

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Hu, Jianhui, Wujun Chen, Sijie Ren, Sihao Zhang, Yegao Qu, Yue Yin, and Deqing Yang. "Building performance monitoring and analysis of a large-span aerogel-membrane airport terminal." Engineering Structures 219 (September 2020): 110837. http://dx.doi.org/10.1016/j.engstruct.2020.110837.

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Vlasov, V. P., A. V. Bolotin, S. M. Sergeev, and A. A. Lunegova. "CAUSES OF DEFORMATION OF THE FOUNDATION STRUCTURES OF THE PASSENGER TERMINAL AIRPORT "SOKOL" (MAGADAN)." Construction and Geotechnics 11, no. 1 (December 15, 2020): 68–79. http://dx.doi.org/10.15593/2224-9826/2020.1.07.

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The main purpose of the reconstruction of this airport is to ensure that the engineering infrastructure complies with the modern requirements of air transportation services and transport security. In our opinion, the list of objects of reconstruction, which now includes an apron, lighting equipment, two checkpoints, a system for lighting aircraft parking places, a water supply network, communications, heat, perimeter fencing, etc., must necessarily enter and passenger terminal. While it is not listed. The article deals with the problem of determining the reliability and future operational suitability of the base and foundations of the passenger terminal at the «Sokol Magadan Airport» with a service life of more than 50 years. In this regard, a brief description of the natural conditions of the territory of the specified object is given. The peculiarity of the construction area is its seismicity (up to 8 points), deep seasonal freezing and insular distribution of permafrost soils. The problem is due to the fact that this building, consisting of two independent blocks, each of which was erected in different years on different types of pile foundations, practically began to undergo deformations after their commissioning. These deformations are manifested and manifest now on the external and internal walls in the form of cracks of different sizes. An attempt to determine their causes was made during the construction of the second half of the building, but it coincided in time with the collapse of the USSR, and therefore was not brought to a logical end. The object was put into operation without correcting the existing errors in the foundation device and foundation structures, as well as the necessary strengthening measures in such cases. In the future, it was limited to periodic redecoration and decommissioning of the most dangerous premises for people to visit. The present paper assesses the very difficult natural conditions of the territory (climate, island degrading permafrost, seismic), where the «Sokol Airport» has been operating for more than half a century. During this time, many objects of its engineering infrastructure as a result of negative interaction with the environment have received noticeable physical and moral deterioration. These include the passenger terminal. In this regard, they almost all need modern modernization and reconstruction, especially since «Sokol Airport» has received international status of Federal significance. The article substantiates the need for a geotechnical survey of the base and foundations of a deformable building. The implementation of this work is due to the alleged reprofiling of the problem building under the cargo terminal. The results of the survey will be used in the design of a new passenger terminal.

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Dai, Ming He, Zhi Ping Zhou, and Xing Xue. "Test and Energy Consumption Analysis of Air-Conditioning Systems in Terminal Building of Guilin Liangjiang International Airport." Applied Mechanics and Materials 170-173 (May 2012): 2652–56. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.2652.

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In this paper, the operating conditions of air-conditioning systems in Terminal building of Guilin LiangJiang International Airport were tested and analysed. This paper mainly analyzes the influence of chilled water temperature on water chiller performance and derives the relationship of COP of water chiller and chilled water temperature difference between inlet and outlet , and provides reference for operation mode’s optimization of the air-conditioning system and energy consumption reduction of the whole building.

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Bibián Díaz, Concepción. "Arquitectura de aeropuertos : cuatro ejemplos de terminales aeroportuarias de la década de 1930 = Arquitecture of Airports. Four air terminal examples of the 30s." Cuaderno de Notas, no. 15 (November 25, 2014): 18. http://dx.doi.org/10.20868/cn.2014.2955.

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Este artículo se adentra en la reflexión sobre la arquitectura de los aeropuertos que se produjo en el momento del nacimiento de las primeras terminales de pasajeros, en la década de 1930. Antes de ese momento, el tráfico aéreo se desarrolla en Europa de forma más o menos desorganizada sirviéndose de instalaciones improvisadas en aeródromos deportivos o militares. A partir de 1930 la aviación comercial se consolida como explotación comercial, convirtiéndose además en espejo de las aspiraciones de cada nación. Para ilustrar este proceso se presentan cuatro ejemplos de terminales de pasajeros, que se corresponden con cuatro realidades nacionales, contemporáneas pero muy distintas entre sí. Abstract During the 1930s Europe witnessed the coming to fruition of early efforts to create a new sort of building: the airport terminal. Architects and engineers struggled to define its essential layout and technical demands, as well as its cultural and aesthetic implications. ¿How did these first designers deal with the invention of a new kind of architectural type? Among many other, four examples of airport terminal have been chosen to illustrate the successes and failures of the first mature approaches to this type of building, which was born at the beginning of the 20th century and has been in constant revision up to the present time: Madrid-Barajas (1933), Paris-Le Bourget (1937), Dublin-Collinstown (1940) and Berlin- Tempelhof, (started in 1936).

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Oktari, M., M. M. Iqbal, and M. Agustien. "The Financial Feasibility on Developing Terminal Building of Sultan Mahmud Badaruddin II International Airport." Journal of Physics: Conference Series 1198, no. 8 (April 2019): 082015. http://dx.doi.org/10.1088/1742-6596/1198/8/082015.

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Chow, W. K. "A Preliminary Study on the Fire Protection Aspects of the New Airport Terminal Building." Journal of Applied Fire Science 6, no. 4 (January 1, 1996): 327–38. http://dx.doi.org/10.2190/3nk3-u83c-e86m-evj7.

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Wikrana Putra, Pindyandito Surya. "Studi Proyeksi Kebutuhan Fasilitas Sisi Darat Dan Pengembangan Kota Bandar Udara Ahmad Yani Di Kota Semarang." JURNAL PEMBANGUNAN WILAYAH & KOTA 12, no. 4 (February 27, 2017): 418. http://dx.doi.org/10.14710/pwk.v12i4.13507.

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Ahmad Yani Airport that located in Semarang City is the gateway and transit point for the cities around Semarang. These things made number of passengers and goods are increasing in the Ahmad Yani Airport. The existence Obstacle of Limitation Surfaces on Ahmad Yani Airport did not obstruct the city and the building development therefore it can be built around the airport. The passenger and goods growth rate development Ahmad Yani Airport are not matched by the infrastructure and non-flight facilities growth. In the result of it, there are deficiencies of landside facilities and airport support facilities as a central air transportation. OLS existence is still regarded as a obstruct city growth. This study uses quantitative methods by projection analysis of passengers and flight flow data in previous years. The results are used to find the range of the airport number of passengers and airport facilities volume requirements in the future. The results showed that the rush hour number of passengers at Ahmad Yani Airport is 2864 people and the sum total of passengers per year 57,727,482 in 2035. Terminal area needs a minimum of 12,626 m2 and 38,556 m2 of parking area. The Ahmad Yani Airport required the most supporting room facilities, such as; concession airport room, parking area, pedestrian path, airport hotel, and followed by other facilities. Superimpose and normative analysis showed that the potential placement for the new airport facilities is on the north Ahmad Yani Airport runway.

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Yarlina, Lita. "Evaluasi Kinerja Pelayanan Penumpang di Bandar Udara Sultan Thaha Jambi." WARTA ARDHIA 42, no. 2 (September 22, 2017): 79. http://dx.doi.org/10.25104/wa.v42i2.286.79-100.

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Bandar udara Sultan Thaha adalah bandar udara yang terletak di Kota Jambi dikelola oleh PT. Angkasa Pura II, tanggal 27 Desember 2015 Terminal Bandara Baru Bandara Sultan Thaha baru dioperasikan seluas 9.801 m2 dapat menampung 1,8 juta penumpang per tahun. Pergerakan Penumpang mengalami kenaikan sebesar 2,66%, pada tahun 2014 menjadi 1.316.379 penumpang. Oleh karena itu, pengelola bandara dapat meningkatkan kualitas pelayanan sesuai dengan standar pelayanan pengguna jasa bandar udara agar dapat memberikan kepuasan terhadap penumpang. Metode analisis yang digunakan adalah Customer Satisfaction Index (CSI) . Hasil yang diperoleh terhadap 24 indikator kinerja pelayanan terhadap kepuasan penumpang sebesar 79,85, hal ini menunjukan bahwa Bandar udara Sultan Thaha Jambi sudah memberikan pelayanan yang memuaskan terhadap penumpang. Berdasarkan Standar pelayanan pengguna jasa bandar udara penilaian terhadap fasilitas proses keberangkatan dan kedatangan penumpang di bandar udara ini dengan nilai 90 yaitu A (istimewa), fasilitas yang memberikan kenyaman dengan nilai 85 yaitu B (baik sekali), dan fasilitas yang memberikan nilai tambah dengan nilai 50 yaitu B (baik sekali). Berdasarkan standar pelayanan nilai tambah Bandar udara Sultan Thaha Jambi belum memiliki ruang bermain anak dan fasilitas air minum, sebagai bahan pertimbangan untuk meningkatkan kualitas layanan pengelola Bandar udara Sultan Thaha agar menyediakan kedua fasilitas tersebut agar standar pelayanan penguna jasa bandar udara terpenuhi. [The Evaluation of Passenger Services Performance in Sultan Thaha Airport - Jambi] Sultan Thaha Airport which is located at Jambi is one of airports managed by PT Angkasa Pura II (Persero). At December 27, 2015, the new terminal of Sultan Thaha Airport officially operated with building area of 9,801 m2 and can accommodate up to 1.8 million passengers per year. In the year of 2014, the airport experienced the increase of passenger movement by 2.66% which made the total amount of 1,316,379 passengers. Therefore, the airport operator needs to improve the services quality in accordance with the standard of the airport user services in order to maintain the customer satisfaction. The analytical method that is used in this study is Customer Satisfaction Index (CSI). The results assign the satisfaction score of 79.85 for 24 service performance indicators which means Sultan Thaha Airport provide satisfactory services for its users. In regard of the airport user services standard, the rank of those services indicators is as follows the departure and arrival facilities indicator receives the score of 90 which is equal to A (exceptional), facilities that provide comfort indicator receives the score of 85 which is equal to B (excellent), and facilities that provide added value indicator receives the score of 50 which is equal to B (excellent). However, Sultan Thaha Airport is still lack of kids playground and tap water facilities that can be proposed as consideration for the improvement of the airport service quality.

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Zeng, Cong, Zhong Tao, and Wen Pan. "Research on the Base-Isolation Efficiency of Large-Scale Terminal." Advanced Materials Research 255-260 (May 2011): 2456–60. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.2456.

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Terminal No. A of Kunming International Airport (TA) is a complex steel-concrete hybrid structure. The airport is located in Kunming, China; the seismic fortification intensity is 8 degree. After multi-analysis, base-isolation technique is applied to the structure, and the terminal will be the biggest base-isolated monomer building in the world after its accomplishment. By using ANSYS, the structural FEM model, which is mainly composed of linear beams elements, linear shells elements and nonlinear isolator elements, was established. Demonstration of isolation schemes and influence of isolator’s layout to the isolation efficiency were firstly introduced. And the selection processes of earthquake waves were introduced. Finally, the elastic time history analysis was carried out to study the seismic performance and isolation efficiency of the structure under the frequently and rarely occurred earthquakes. The results showed that not only the expected shock-absorption goal of ‘reduce 1 degree’under frequently occurred earthquakes is achieved, but also the maximal shear displacement of isolation layer under rarely occurred earthquakes can meet the Chinese code requirements. It is concluded that the design of isolation layer is appropriate; the isolation efficiency of the structure after applying base-isolation technique can meet the challenge.

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Biancardo, Salvatore Antonio, Nunzio Viscione, Cristina Oreto, Rosa Veropalumbo, and Francesco Abbondati. "BIM Approach for Modeling Airports Terminal Expansion." Infrastructures 5, no. 5 (May 7, 2020): 41. http://dx.doi.org/10.3390/infrastructures5050041.

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Smart societies will make more intelligent use of Information and Communication Technology (ICT), which has the potential to transform the way to plan and manage infrastructures. New developments in computer hardware, as well as new applications and software, are changing the face of the infrastructure sector and society more generally, driving greater efficiency, increasing productivity, and greatly simplifying construction processes and life-of-asset maintenance. In European countries, the adoption of Building Information Modeling (BIM) standards have been expedited. In this research article, the architectural-structural model in a BIM environment of the elevated walkway connecting the gate with the runway, a project named “IV Bridge” under construction for the expansion of the departure area of Naples Capodichino International Airport, is carried out. Software including Autodesk family, Revit for the architectural/structural model, Robot Structural Analysis (RSA) for the analytical verification and Naviswork (NW) for the 4D/5D model were used. The effectiveness and benefits obtained by implementing the BIM methodology are discussed, showing a reduction in terms of construction times and costs.

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Powell, Lisa Carter, and David W. Powell. "Precast Concrete Alternate Provides Unique Solution for Airport Terminal Bridge." PCI Journal 45, no. 2 (March 1, 2000): 18–25. http://dx.doi.org/10.15554/pcij.03012000.18.25.

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