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. |
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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
APA StyleIlgın, H. E., & Aslantamer, Ö. N. (2024). Investigating Space Utilization in Skyscrapers Designed with Prismatic Form. Buildings, 14(5), 1295. https://doi.org/10.3390/buildings14051295