Investigating Space Utilization in Skyscrapers Designed with Prismatic Form
Abstract
:1. Introduction
- Urban density and land scarcity [16,17]: Cities, especially large metropolitan areas, face the constant challenge of limited space due to dense populations and high demand for land. Supertall skyscrapers (≥300 m) offer a solution by maximizing vertical space and accommodating more people or functions within a smaller footprint. This is crucial in urban areas where land is at a premium.
- Economic efficiency [18,19]: Efficient use of space allows for more revenue generation within a smaller area. Supertall skyscrapers often contain mixed-use spaces (like residential, commercial, and office), maximizing the economic output from a single building. This contributes to higher return on investment for developers and can drive economic growth in the surrounding area.
- Sustainability and environmental impact [20,21]: Space efficiency can contribute to sustainability. By concentrating people and functions within a tall building, cities can reduce urban sprawl, lowering the need for additional infrastructure, transportation, and energy. This approach can help cities reduce their carbon footprint and environmental impact.
- Vertical mixed-use development [22,23]: Supertall skyscrapers allow for mixed-use development on a vertical scale. This space efficiency enables cities to offer a variety of amenities, like offices, residences, retail, and recreational facilities, within a single structure. This concept aligns with the goal of creating ‘15 min cities’, where essential services are easily accessible, reducing the need for extensive travel.
- Aesthetics and urban design [24,25]: Space efficiency also plays a role in the aesthetics and overall design of cities. Supertall skyscrapers can create distinctive skylines and serve as architectural landmarks. Efficiently designed skyscrapers contribute to the city’s identity and appeal, attracting tourism and boosting property values.
2. Literature Survey
3. Methods
- Geographical distribution: The sample was spread across several regions, with the largest concentration in Asia (17 towers), particularly in China (12 towers). This geographical variety allows the study to consider space efficiency across different environments, climates, and urban landscapes. This wide distribution contributes to a more comprehensive understanding of space usage and design trends.
- Cultural context: Cultural differences can impact architectural style, space allocation, and building purposes. For example, Asian skyscrapers may reflect different design philosophies and user needs compared to those in the Middle East or the United States. By including a broad cultural range, the study could account for these variations in design approach and space use.
- Economic factors: Economic conditions influence construction trends, land value, and investment in high-rise buildings. In regions like China and the Middle East, the economic boom and urbanization drive demand for tall structures. This sample’s inclusion of economically diverse regions allows for an examination of how space efficiency correlates with economic growth.
- Regulatory environment: Building codes and zoning laws vary across countries and cities, affecting the design and use of skyscrapers. The sample’s geographic spread includes areas with different regulatory frameworks, offering insight into how these regulations shape building construction and space efficiency.
- Regional specialization: Certain regions are known for their unique approach to skyscrapers, such as China’s rapid urban development and the Middle East’s focus on iconic high-rises. By including these specialized regions in the sample, the study can evaluate how these trends influence space efficiency.
4. Findings
4.1. Main Architectural Design Considerations: Function and Core Typology
- Proportionality to building height [37]: As skyscrapers rise in height, the core must often increase in size to accommodate more elevators, escalators, and stairwells. This requirement stems from the increased demand for vertical transportation and emergency egress. Consequently, larger cores reduce the proportion of usable space on each floor, affecting the building’s overall efficiency.
- Space allocation [54]: A larger core, required to support taller buildings, generally results in less leasable space per floor. This reduction occurs because the core takes up a greater percentage of the floor plate, leading to smaller areas available for tenants. Conversely, smaller cores provide more usable space but may limit the building’s height due to capacity constraints for elevators and other systems.
- Design efficiency [55]: Effective core design maximizes usable space by optimizing the arrangement of elevators, stairwells, and mechanical systems. A well-designed core minimizes wasted space, allowing for more efficient floor plans. However, inefficient or overly large core designs can lead to increased circulation space, further reducing the usable area.
- Flexibility and adaptability [56]: Core design affects the flexibility and adaptability of skyscrapers. A well-planned core allows for easier reconfiguration of interior spaces, facilitating tenant customization and adaptation to changing needs.
- Safety and accessibility [57]: The design of the core impacts safety and accessibility within skyscrapers. Adequate space for stairwells and emergency exits is crucial for safety, while the number and speed of elevators affect accessibility. Cores that prioritize safety and accessibility may need more space, potentially reducing the usable area on each floor.
4.2. Main Structural Design Considerations: Structural System and Structural Material
4.3. Space Efficiency in Prismatic Supertall Towers
4.3.1. Interrelation of Space Efficiency and Function
4.3.2. Interrelation of Space Efficiency and Structural System
5. Discussion
- The average space efficiency stood at approximately 72%, covering a range extended from 56% to 84%.
- The average core area to GFA ratio averaged around 24%, spanning a spectrum that ranged from 12% to 36%.
- The majority of prismatic skyscrapers utilized a central core layout, mainly customized for residential use.
- The dominant structural system observed in the analyzed cases was the outriggered frame system, with concrete being the commonly utilized material for the structural components.
- The effect of diverse structural systems on spatial efficiency in prismatic towers did not demonstrate significant deviation, although variations in functions resulted in differences in average space efficiency.
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Appendix A. Supertall Prismatic Buildings
# | Building Name | Country | City | Height (Meters) | # of Stories | Completion Date | Function |
1 | Changsha IFS Tower T1 | China | Changsha | 452 | 94 | 2018 | M |
2 | Marina 106 | UAE | Dubai | 445 | 104 | OH | R |
3 | Marina 101 | UAE | Dubai | 425 | 101 | 2017 | M |
4 | 432 Park Avenue | United States | New York | 425 | 85 | 2015 | R |
5 | Princess Tower | UAE | Dubai | 413 | 101 | 2012 | R |
6 | LCT The Sharp Landmark Tower | South Korea | Busan | 411 | 101 | 2019 | M |
7 | 23 Marina | UAE | Dubai | 392 | 88 | 2012 | R |
8 | CITIC Plaza | China | Guangzhou | 390 | 80 | 1996 | O |
9 | Shum Yip Upperhills Tower 1 | China | Shenzhen | 388 | 80 | 2020 | M |
10 | Autograph Tower | Indonesia | Jakarta | 382 | 75 | 2022 | M |
11 | Elite Residence | UAE | Dubai | 380 | 87 | 2012 | R |
12 | Central Plaza | China | Hong Kong | 374 | 78 | 1992 | O |
13 | Sino Steel International Plaza T2 | China | Tianjin | 358 | 83 | OH | O |
14 | II Primo Tower 1 | UAE | Dubai | 356 | 79 | UC | R |
15 | Emirates Tower One | UAE | Dubai | 355 | 54 | 2000 | O |
16 | The Torch | UAE | Dubai | 352 | 86 | 2011 | R |
17 | The Center | China | Hong Kong | 346 | 73 | 1998 | O |
18 | NEVA TOWERS 2 | Russia | Moscow | 345 | 79 | 2020 | R |
19 | ADNOC Headquarters | UAE | Abu Dhabi | 342 | 65 | 2015 | O |
20 | LCT The Sharp Residential Tower A | Korea | Busan | 339 | 85 | 2019 | R |
21 | LCT The Sharp Residential Tower B | Korea | Busan | 333 | 85 | 2019 | R |
22 | Hon Kwok City Center | China | Shenzhen | 329 | 80 | 2017 | M |
23 | Deji Plaza | China | Nanjing | 324 | 62 | 2013 | M |
24 | Q1 Tower | Australia | Gold Coast | 322 | 78 | 2005 | R |
25 | Nina Tower | China | Hong Kong | 320 | 80 | 2006 | M |
26 | Palace Royale | India | Mumbai | 320 | 88 | OH | R |
27 | New York Times Tower | United States | New York | 319 | 52 | 2007 | O |
28 | Chongqing IFS T1 | China | Chongqing | 316 | 63 | 2016 | M |
29 | Shenzhen Bay Innovation and Technology Centre Tower 1 | China | Shenzhen | 311 | 69 | 2020 | O |
30 | The One | Canada | Toronto | 308 | 85 | UC | R |
31 | Amna Tower | UAE | Dubai | 307 | 75 | 2020 | R |
32 | Noora Tower | UAE | Dubai | 307 | 75 | 2019 | R |
33 | Burj Rafal | Saudi Arabia | Riyadh | 307 | 68 | 2014 | M |
34 | Leatop Plaza | China | Guangzhou | 303 | 64 | 2012 | O |
35 | Supernova Spira | India | Noida | 300 | 80 | OH | M |
Note on abbreviations: ‘M’ indicates mixed-use; ‘R’ indicates residential; ‘O’ indicates office; ‘UAE’ indicates the United Arab Emirates; ‘OH’ indicates On hold; ‘UC’ indicates Under construction. |
Appendix B. Supertall Prismatic Buildings by Core Type, Building Form, Structural System, and Structural Material
# | Building Name | Core Type | Structural System | Structural Material |
1 | Changsha IFS Tower T1 | Central | Outriggered Frame | Composite |
2 | Marina 106 | Central | Framed-tube | RC |
3 | Marina 101 | Central | Framed-tube | RC |
4 | 432 Park Avenue | Central | Framed-tube | RC |
5 | Princess Tower | Central | Framed-tube | RC |
6 | LCT The Sharp Landmark Tower | Central | Outriggered Frame | RC |
7 | 23 Marina | Central | Outriggered frame | RC |
8 | CITIC Plaza | Central | Shear walled frame | RC |
9 | Shum Yip Upperhills Tower 1 | Central | Outriggered Frame | Composite |
10 | Autograph Tower | Central | Outriggered Frame | Composite |
11 | Elite Residence | Central | Framed-tube | RC |
12 | Central Plaza | Central | Trussed-tube | Composite |
13 | Sino Steel International Plaza T2 | Central | Framed-tube | Composite |
14 | Il Primo Tower 1 | Central | Outriggered frame | RC |
15 | Emirates Tower One | Central | Mega column | Composite |
16 | The Torch | Central | Outriggered frame | RC |
17 | The Center | Central | Mega column | Composite |
18 | NEVA TOWERS 2 | Central | Outriggered frame | RC |
19 | ADNOC Headquarters | External | Shear walled frame | RC |
20 | LCT The Sharp Residential Tower A | Central | Outriggered frame | RC |
21 | LCT The Sharp Residential Tower B | Central | Outriggered frame | RC |
22 | Hon Kwok City Center | Central | Outriggered Frame | Composite |
23 | Deji Plaza | Central | Outriggered Frame | Composite |
24 | Q1 Tower | Central | Outriggered frame | RC |
25 | Nina Tower | Central | Outriggered Frame | RC |
26 | Palace Royale | Central | Outriggered frame | RC |
27 | New York Times Tower | Central | Outriggered frame | Steel |
28 | Chongqing IFS T1 | Central | Outriggered Frame | Composite |
29 | Shenzhen Bay Innovation and Technology Centre Tower 1 | Central | Framed-tube | Composite |
30 | The One | Central | Outriggered frame | Composite |
31 | Amna Tower | Central | Outriggered frame | RC |
32 | Noora Tower | Central | Outriggered frame | RC |
33 | Burj Rafal | Central | Outriggered Frame | Composite |
34 | Leatop Plaza | Central | Trussed-tube | Composite |
35 | Supernova Spira | Central | Outriggered Frame | RC |
Note on abbreviation: ‘RC’ indicates reinforced concrete. |
Appendix C. Prismatic Supertall Buildings by Floor Plan with Space Efficiency and Core/GFA Ratio (Images Created by Authors)
Building Name | |||||||
Space Efficiency* | Core/GFA Ratio** | ||||||
Changsha IFS Tower T1 | Marina 106 | Marina 101 | 432 Park Avenue | ||||
63% | 34% | 78% | 20% | 82% | 16% | 80% | 14% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Princess Tower | LCT The Sharp Landmark Tower | 23 Marina | CITIC Plaza | ||||
82% | 12% | 56% | 36% | 81% | 17% | 67% | 22% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Shum Yip Upperhills Tower 1 | Autograph Tower | Elite Residence | Central Plaza | ||||
64% | 33% | 68% | 31% | 84% | 12% | 66% | 25% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Sino Steel International Plaza T2 | Il Primo Tower 1 | Emirates Tower One | The Torch | ||||
68% | 27% | 71% | 28% | 70% | 30% | 74% | 22% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
The Center | NEVA TOWERS 2 | ADNOC Headquarters | LCT The Sharp Residential Tower A | ||||
68% | 29% | 77% | 22% | 63% | 36% | 56% | 36% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
LCT The Sharp Residential Tower B | Hon Kwok City Center | Deji Plaza | Q1 Tower | ||||
56% | 36% | 70% | 28% | 73% | 24% | 78% | 17% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Nina Tower | Palace Royale | New York Times Tower | Chongqing IFS T1 | ||||
71% | 27% | 82% | 14% | 75% | 25% | 74% | 25% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Shenzhen Bay Innovation and Technology Centre Tower 1 | The One | Amna Tower | Noora Tower | ||||
71% | 26% | 76% | 22% | 77% | 17% | 77% | 17% |
Typical floor | Typical floor | Typical floor | Typical floor | ||||
Burj Rafal | Leatop Plaza | Supernova Spira | |||||
78% | 21% | 76% | 22% | 63% | 33% | ||
Typical floor | Typical floor | Typical floor | |||||
Space efficiency*: calculated as the ratio of the net floor area [obtained by subtracting the service core (the pink area on the floor plan) and structural elements from GFA] to GFA. Core/GFA**: calculated as the ratio of the service core (the pink area on the floor plan) to GFA. |
References
- Alkoud, A. Investigating the Impact of Tall Building Ordinances (TBOs) on the Evolution of Ultra-Tall Buildings Typology: Case Studies in Chicago and Dubai. Ph.D. Thesis, Illinois Institute of Technology, Chicago, IL, USA, 2023. [Google Scholar]
- Sarkar, S.; Fitzgerald, B. Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building. J. Struct. Eng. 2024, 150. [Google Scholar] [CrossRef]
- Shan, W.; Zhou, X.; Lin, X.; Bao, L.; Chen, Y.F. Study on seismic behavior and collapse risk of super high-rise braced mega frame-core tube structural system. Soil Dyn. Earthq. Eng. 2024, 177, 108409. [Google Scholar] [CrossRef]
- Al-Kodmany, K.; Ali, M.M. An Overview of Structural and Aesthetic Developments in Tall Buildings Using Exterior Bracing and Diagrid Systems. Int. J. High-Rise Build. 2016, 5, 271–291. [Google Scholar] [CrossRef]
- Meena, R.K.; Raj, R.; Anbukumar, S. Effect of wind load on irregular shape tall buildings having different corner configuration. Sadhana 2022, 47, 1–17. [Google Scholar] [CrossRef]
- Zhang, X.; Weerasuriya, A.U.; Lu, B.; Tse, K.T.; Liu, C.H.; Tamura, Y. Pedestrian-level wind environment near a super-tall building with unconventional configurations in a regular urban area. Build. Simul. 2019, 13, 439–456. [Google Scholar] [CrossRef]
- Jung, C.; Awad, J.; Al Qassimi, N. Evaluation of residents’ comfort in high-rise residential buildings in Dubai, United Arab Emirates. Front. Built Environ. 2021, 7, 766057. [Google Scholar] [CrossRef]
- Szołomicki, J.; Golasz-Szołomicka, H. Analysis of technical problems in modern super-slim high-rise residential buildings. Bud. Archit. 2021, 20, 083–116. [Google Scholar] [CrossRef]
- Macklowe, H. The Complex Path to Simple Elegance: The Story of 432 Park Avenue. In Proceedings of the CTBUH 2015 International Conference, New York, NY, USA, 26–30 October 2015; pp. 48–53. [Google Scholar]
- Goncikowski, M. Landmarks of the Metropolis, the Types of Forms of Varsovian Skyscrapers as Compared to Global Precedence. Buildings 2022, 12, 1507. [Google Scholar] [CrossRef]
- Al-Kodmany, K. High-Rise Developments: A Critical Review of the Nature and Extent of Their Sustainability. In Pragmatic Engineering and Lifestyle: Responsible Engineering for a Sustainable Future; Emerald Publishing Limited: Bingley, UK, 2023; pp. 1–20. [Google Scholar]
- Zhou, Y.; Herr, C.M. A Review of Advanced Façade System Technologies to Support Net-Zero Carbon High-Rise Building Design in Subtropical China. Sustainability 2023, 15, 2913. [Google Scholar] [CrossRef]
- Wijesooriya, K.; Mohotti, D.; Lee, C.-K.; Mendis, P. A technical review of computational fluid dynamics (CFD) applications on wind design of tall buildings and structures: Past, present and future. J. Build. Eng. 2023, 74, 106828. [Google Scholar] [CrossRef]
- Hou, F.; Sarkar, P.P.; Alipour, A. A novel mechanism - smart morphing façade system—To mitigate wind-induced vibration of tall buildings. Eng. Struct. 2023, 275, 115152. [Google Scholar] [CrossRef]
- Zamani, A.-A.; Etedali, S. Robust output feedback-based neuro-fuzzy controller for seismically excited tall buildings with ATMD accounting for variations in the type of supporting soil. Soil Dyn. Earthq. Eng. 2023, 164, 107614. [Google Scholar] [CrossRef]
- Li, S.; Liu, X.; Wang, Q. Agglomeration and innovation: Evidence from skyscraper development in China. China Econ. Q. Int. 2023, 3, 273–283. [Google Scholar] [CrossRef]
- Zhang, Z.; Tang, W. Mixed landform with high-rise buildings: A spatial analysis integrating horizon-vertical dimension in natural-human urban systems. Land Use Policy 2023, 132, 106806. [Google Scholar] [CrossRef]
- Zhao, X.; Mao, X.; Lu, Y. Skyscraper height and urban development in developing countries: Economy and trade. Kybernetes 2023, 53, 1505–1527. [Google Scholar] [CrossRef]
- Shahda, M.M.; Megahed, N.A. Post-pandemic architecture: A critical review of the expected feasibility of skyscraper-integrated vertical farming (SIVF). Arch. Eng. Des. Manag. 2022, 19, 283–304. [Google Scholar] [CrossRef]
- Maleki, B.; Casanovas-Rubio, M.d.M.; Tsavdaridis, K.D.; Antequera, A.d.l.F. An Assessment of Sustainability for Residential Skyscrapers in Accordance with a Multicriteria Decision-Making Method: Nine Dubai Case Studies. J. Arch. Eng. 2023, 29. [Google Scholar] [CrossRef]
- Saroglou, T.; Theodosiou, T.; Itzhak-Ben-Shalom, H.; Vanunu, A.Y.; Multanen, V.; Isaac, S.; Karnieli, A.; Davidovitch, N.; Katoshevski, D.; Meir, I.A. Skyscrapers and the city: How tall buildings interact with their users and urban environment. E3S Web Conf. 2023, 436, 01005. [Google Scholar] [CrossRef]
- Wang, W. The Vertical Street as Everyday Place in the High-Density City: A Case Study of Mong Kok, Hong Kong. Space Cult. 2023; online first. [Google Scholar] [CrossRef]
- dal Molin, R.; Ragiv, S.; Giacomello, E. Tall Buildings and City Development: Comparison of Five Case Studies. CTBUH J. 2023, 2, 28–35. [Google Scholar]
- Gassner, G. Aestheticizing the beautiful city: Democratic politics and design review. Urban Geogr. 2021, 44, 1098–1116. [Google Scholar] [CrossRef]
- Aragão, A. Towards a Typology of Imaginary Skyscrapers. In Vision and Verticality: A Multidisciplinary Approach; Springer International Publishing: Cham, Switzerland, 2024; pp. 145–154. [Google Scholar]
- Ilgın, H.E. Space Efficiency in Contemporary Supertall Office Buildings. J. Arch. Eng. 2021, 27, 04021024. [Google Scholar] [CrossRef]
- Ilgın, H.E. Space Efficiency in Contemporary Supertall Residential Buildings. Architecture 2021, 1, 25–37. [Google Scholar] [CrossRef]
- Tuure, A.; Ilgın, H.E. Space Efficiency in Finnish Mid-Rise Timber Apartment Buildings. Buildings 2023, 13, 2094. [Google Scholar] [CrossRef]
- Ilgın, H.E. An analysis of space efficiency in Asian supertall towers. Int. J. Build. Pathol. Adapt. 2023, 41, 237–253. [Google Scholar] [CrossRef]
- Ilgın, H.E. Space Efficiency in Tapered Super-Tall Towers. Buildings 2023, 13, 2819. [Google Scholar] [CrossRef]
- Goessler, T.; Kaluarachchi, Y. Smart Adaptive Homes and Their Potential to Improve Space Efficiency and Personalisation. Buildings 2023, 13, 1132. [Google Scholar] [CrossRef]
- Ibrahimy, R.; Mohmmand, M.A.; Elham, F.A. An Evaluation of Space Use Efficiency in Residential Houses, Kabul City. J. Res. Appl. Sci. Biotechnol. 2023, 2, 1–6. [Google Scholar] [CrossRef]
- Okbaz, F.T.; Sev, A. A model for determining the space efficiency in non-orthogonal high rise office buildings. J. Fac. Eng. Archit. Gazi Univ. 2023, 38, 113–125. [Google Scholar]
- Hamid, G.M.; Elsawi, M.; Yusra, O. The Impacts of Spatial Parameters on Space Efficiency in Hybrid Villa-Apartments in Greater Khartoum. Sudan. J. Archit. Plan. 2022, 34, 425–440. [Google Scholar]
- Suga, R. Space Efficiency in Hotel Development. Master’s Thesis, University Vienna, Vienna, Austria, 2021. [Google Scholar]
- Ilgın, H.E. Core Design and Space Efficiency in Contemporary Supertall Office Buildings. In Sustainable High-Rise Buildings: Design, Technology, and Innovation; Al-Kodmany, K., Du, P., Ali, M.M., Eds.; The Institution of Engineering and Technology: London, UK, 2022. [Google Scholar]
- Ilgın, H.E. A study on space efficiency in contemporary supertall mixed-use buildings. J. Build. Eng. 2023, 69, 106223. [Google Scholar] [CrossRef]
- Arslan Kılınç, G. Improving a Model for Determining Space Efficiency of Tall Office Buildings. Ph.D. Thesis, Mimar Sinan Fine Art University, Istanbul, Turkey, 2019. (In Turkish). [Google Scholar]
- Von Both, P. A stakeholder- and function-based planning method for space-efficient buildings. IOP Conf. Series: Earth Environ. Sci. 2019, 323, 012040. [Google Scholar] [CrossRef]
- Höjer, M.; Mjörnell, K. Measures and Steps for More Efficient Use of Buildings. Sustainability 2018, 10, 1949. [Google Scholar] [CrossRef]
- Zhang, L.; Zhang, L.; Wang, Y. Shape optimization of free-form buildings based on solar radiation gain and space efficiency using a multi-objective genetic algorithm in the severe cold zones of China. Sol. Energy 2016, 132, 38–50. [Google Scholar] [CrossRef]
- Nam, H.-J.; Shim, J.-H. An Analysis of the Change in Space Efficiency based on Various Tall Building Corner Shapes and Lease Spans. J. Arch. Inst. Korea Plan. Des. 2016, 32, 13–20. [Google Scholar] [CrossRef]
- Sev, A.; Özgen, A. Space Efficiency In High-Rise Office Buildings. METU J. Fac. Arch. 2009, 26, 69–89. [Google Scholar] [CrossRef]
- Saari, A.; Tissari, T.; Valkama, E.; Seppänen, O. The effect of a redesigned floor plan, occupant density and the quality of indoor climate on the cost of space, productivity and sick leave in an office building–A case study. J. Affect. Disord. 2006, 41, 1961–1972. [Google Scholar] [CrossRef]
- Kim, H.; Elnimeiri, M. Space efficiency in multi-use tall building. In Proceedings of the Tall Buildings in Historical Cities-Culture and Technology for Sustainable Cities, Seoul, Republic of Korea, 10–13 October 2004. [Google Scholar]
- Carapellucci, F.; Conti, V.; Lelli, M.; Liberto, C.; Orchi, S.; Valenti, G.; Valentini, M.P. Tools and Methodologies for the Analysis of Home-to-Work Shuttle Service Impacts: The ENEA “Casaccia” Case Study. Futur. Transp. 2023, 3, 901–917. [Google Scholar] [CrossRef]
- Ali, M.M.; Moon, K.S. Advances in Structural Systems for Tall Buildings: Emerging Developments for Contemporary Urban Giants. Buildings 2018, 8, 104. [Google Scholar] [CrossRef]
- Taranath, B.S. Structural Analysis and Design of Tall Buildings: Steel and Composite Construction; CRC Press: Boca Raton, FL, USA, 2016. [Google Scholar]
- Ali, M.M.; Al-Kodmany, K. Structural Systems for Tall Buildings. Encyclopedia 2022, 2, 1260–1286. [Google Scholar] [CrossRef]
- CTBUH Council on Tall Buildings and Urban Habitat. Illinois Institute of Technology, S.R. Crown Hall, 3360 South State Street, Chicago, Illinois, USA. Available online: www.ctbuh.org (accessed on 21 March 2024).
- Trabucco, D. An analysis of the relationship between service cores and the embodied/running energy of tall buildings. Struct. Des. Tall Spéc. Build. 2008, 17, 941–952. [Google Scholar] [CrossRef]
- Gedik, B.F.; Ay, B. The impact of service core reduction in supertall buildings: A study on structural design, embodied carbon, and leasable floor area. Arch. Sci. Rev. 2023, 66, 144–153. [Google Scholar] [CrossRef]
- Kariyawasam, H.; Withanage, D.; Konara, H.; Ranasinghe, C. Analysis of natural ventilation of refuge floor in High Rise Buildings. arXiv 2023, arXiv:2306.10145. [Google Scholar]
- Goncikowski, M. Research by design: Functional flexibility of a residential skyscraper located in Warsaw. Arch. Civ. Eng. 2023, 69, 457–473. [Google Scholar] [CrossRef]
- Hua, H.; Hovestadt, L.; Wang, Q. Flexible high-rise apartments with sparse wall-frame structure: A data-driven computational approach. Front. Arch. Res. 2024. [Google Scholar] [CrossRef]
- Hu, R.; Chen, K.; Jiang, W.; Luo, H. IFC data extension for real-time safety monitoring of automated construction in high-rise building projects. Autom. Constr. 2024, 162, 105408. [Google Scholar] [CrossRef]
- Özşahin, B. An Assessment of the Relation between Architectural and Structural Systems in the Design of Tall Buildings in Turkey. Buildings 2022, 12, 1649. [Google Scholar] [CrossRef]
- Abed, J.; Rayburg, S.; Rodwell, J.; Neave, M. A Review of the Performance and Benefits of Mass Timber as an Alternative to Concrete and Steel for Improving the Sustainability of Structures. Sustainability 2022, 14, 5570. [Google Scholar] [CrossRef]
- Ziyatov, F.S.U.; Valiev, K.T.U.; Achilov, O.R. Specific Features in Designing and Construction of Skyscrapers. ARES 2022, 3, 106–110. [Google Scholar]
- Yeang, K. Service Cores: Detail in Building; Wiley-Academy: London, UK, 2000. [Google Scholar]
- Oldfield, P.; Doherty, B. Offset cores: Trends, drivers and frequency in tall buildings. CTBUH J. 2019, 40–45. [Google Scholar]
- Kawade, M.P.; Bangde, V.S.; Sawai, G.H. Seismic analysis of tall building with central core as tube structure. Int. Res. J. Mod. Eng. Technol. Sci. 2020, 2, 300–310. [Google Scholar]
- Parv, B.R.; Nicoreac, M.P. Global structural analysis of central cores supported tall buildings compared with FEM. Acta Tech. Napoc. Civ. Eng. Arch. 2012, 55, 251–262. [Google Scholar]
- Paknahad, M.; Hejazi, F.; Al-Attar, A.; Shahbazian, A.; Ostovar, N. Different configurations of cores and shear walls in tall buildings. IOP Conf. Series: Earth Environ. Sci. 2019, 357, 012005. [Google Scholar] [CrossRef]
- Shan, W.; Lin, X.; Zhou, X.; Dong, B. Influence of outrigger truss system on the seismic fragility of super high-rise braced mega frame-core tube structure. J. Build. Eng. 2023, 76, 107015. [Google Scholar] [CrossRef]
- John, N.E.; Kamath, K. An investigation on optimal outrigger locations for hybrid outrigger system under wind and earthquake excitation. Asian J. Civ. Eng. 2022, 24, 759–778. [Google Scholar] [CrossRef]
- Lin, P.-C.; Chen, P.-H. Shaking table test of a buckling-restrained brace outrigger system. J. Constr. Steel Res. 2024, 213, 108415. [Google Scholar] [CrossRef]
- Chen, X.; Er, G.-K.; Iu, V.P.; Lam, C.C. Optimization Analysis of Asymmetric Outrigger-Braced Structures with the Influence of Core-Wall Width. J. Struct. Eng. 2024, 150. [Google Scholar] [CrossRef]
- Hiremath, P.; Tantray, A.H. Comparison of Conventional RCC Columns, Steel Columns and Composite Columns. J. Struct. Eng. Manag. 2023, 10, 35–44. [Google Scholar] [CrossRef]
- Chen, G.; Xia, L.; Wu, Y.; Alshamrani, A.M. Energy absorption in composite structure reinforced with advanced functionally graded nano-materials: Artificial intelligence and numerical approaches. Mech. Adv. Mater. Struct. 2023, 1–15. [Google Scholar] [CrossRef]
- Faldu, S.; Pamnani, N. A review on concrete filled tubular sections using self compacting concrete. IOP Conf. Series: Mater. Sci. Eng. 2020, 872, 012101. [Google Scholar] [CrossRef]
- Hovorukha, I.; Dzhalalov, M.; Viatkin, V.; Latorets, K.; Kazimagomedov, F. Study of the properties of epoxy resin to increase the durability of composite materials. AIP Conf. Proc. 2023, 2490, 040018. [Google Scholar] [CrossRef]
- Kumar, S.; Gupta, P.K.; Iqbal, M.A. Experimental and numerical study on self-compacting alkali-activated slag concrete-filled steel tubes. J. Constr. Steel Res. 2024, 214, 108453. [Google Scholar] [CrossRef]
- Remøy, H.T.; Wilkinson, S.J. Office building conversion and sustainable adaptation: A comparative study. Prop. Manag. 2012, 30, 218–231. [Google Scholar] [CrossRef]
- Ogawa, H.; Kobayashi, K.; Sunaga, N.; Mitamura, T.; Kinoshita, A.; Sawada, S.; Matsumoto, S.; Matsumoto, S. and Eng, B. A study on the architectural conversion from office to residential facilities through three case studies in Tokyo. Build. Stock Activ. 2007, 171–178. [Google Scholar]
- Pratiwi, W.D.; Zuraida, S.; Margono, R.B.; Kurniawati, I.; Dorothy, E.; Tang, A. Office Conversion to Residential: Innovation in Housing and Urban Vulnerability. Proccedings of the International Conference on Indonesian Architecture and Planning, Yogyakarta, Indonesia, 13–14 October 2022; pp. 439–454. [Google Scholar]
- Won, I.J.; Ryu, C.S. Research on Assembling Steel Tower on The Top of Skyscraper by Gradual Erection. Int. J. Arch. Urban. 2023, 7, 328–337. [Google Scholar] [CrossRef]
- Lu, W.; Shen, Y.; Zhou, R.; Zhou, S.; Qu, M.; Chen, J. Study on the Vertical Vibration Comfort of Prefabricated Skyscraper Steel-Concrete Composite Industrial Plant. J. Phys. Conf. Ser. 2023, 2468, 012143. [Google Scholar] [CrossRef]
- Friedman, D. Accuracy of Past Analysis: The Steel Frame of the Gillender Building, Structural Analysis of Historical Constructions; Springer: Cham, Switzerland, 2023; pp. 810–823. [Google Scholar]
- Ilgın, H.E.; Karjalainen, M. Tallest Timber Buildings: Main Architectural and Structural Design Considerations, Wood Industry—Past, Present and Future Outlook; IntechOpen: London, UK, 2022. [Google Scholar]
- Karjalainen, M.; Ilgın, H.E.; Metsäranta, L.; Norvasuo, M. Wooden Facade Renovation and Additional Floor Construction for Suburban Development in Finland, Nearly Zero Energy Building (NZEB)-Materials, Design and New Approaches; IntechOpen: London, UK, 2022. [Google Scholar]
- Ilgın, H.E.; Karjalainen, M. Perceptions, Attitudes, and Interests of Architects in the Use of Engineered Wood Products for Construction: A Review, Engineered Wood Products for Construction; IntechOpen: London, UK, 2021. [Google Scholar]
- Mateen, M.; Hiremath, V. Analysis And Comparative Study On Multistoried Building With Composite Column And Conventional Column. JSRT 2023, 1, 1–9. [Google Scholar] [CrossRef]
- Khatib, M.; Saleh, Z.A. Numerical modeling of inverted-U-shaped connectors to enhance the performance of composite beams. PCI J. 2023, 68, 79–94. [Google Scholar] [CrossRef]
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Ilgın, H.E.; Aslantamer, Ö.N. Investigating Space Utilization in Skyscrapers Designed with Prismatic Form. Buildings 2024, 14, 1295. https://doi.org/10.3390/buildings14051295
Ilgın HE, Aslantamer ÖN. Investigating Space Utilization in Skyscrapers Designed with Prismatic Form. Buildings. 2024; 14(5):1295. https://doi.org/10.3390/buildings14051295
Chicago/Turabian StyleIlgın, Hüseyin Emre, and Özlem Nur Aslantamer. 2024. "Investigating Space Utilization in Skyscrapers Designed with Prismatic Form" Buildings 14, no. 5: 1295. https://doi.org/10.3390/buildings14051295