Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
The Effects of Service Core Reduction on Tall Building Structures
Date
2019-04-20
Author
Fakıoğlu, Beste
Ay, Bekir Özer
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
257
views
0
downloads
Cite This
One of the primary goals in tall building design is the optimum design of service core where the vertical transportation, building services, HVAC elements etc. are situated. Particularly for supertall (+300) office buildings, a significant portion of the core space is occupied by elevators when compared to the rest of the service core elements. Actually, with the utilization of recently developed elevator technologies, it is possible to decrease the elevator footprint area and thereby to decrease the service core area. Nevertheless, the core of a tall building usually is also a part of the lateral load resisting system, namely as a structural core. This study aims to investigate the effects of service core reduction which is a consequence of the elevator footprint decrease on interior and exterior tall building structures. Generic computer models of outriggered frame and framed-tube buildings with 300m height (75 story) are produced. Then, the service core area of both buildings is decreased considering the effects of recent advances in elevator technology. First, the strength and the stiffness constraints as well as serviceability of primary and reduced core buildings are evaluated in terms of code-based design loads for each outriggered frame and framed-tube structural systems. Then, primary and reduced core buildings of outriggered frame and framed-tube structural systems are compared in terms of the change in top drift to building height ratio, the increase in leasable area and to access to natural light.
URI
https://hdl.handle.net/11511/94489
Conference Name
International Civil Engineering and Architecture Conference
Collections
Department of Architecture, Conference / Seminar
Suggestions
OpenMETU
Core
Evaluation of The Effects of Service Core Reduction on Tall Building Structures
Fakıoğlu, Beste; Ay, Bekir Özer (2019-04-20)
One of the primary goals in tall building design is the optimum design of service core where the vertical transportation, building services, HVAC elements etc. are situated. Particularly for supertall (+300) office buildings, a significant portion of the core space is occupied by elevators when compared to the rest of the service core elements. Actually, with the utilization of recently developed elevator technologies, it is possible to decrease the elevator footprint area and thereby to decrease the servic...
The impact of service core reduction in supertall buildings: a study on structural design, embodied carbon, and leasable floor area
Fakıoğlu, Beste; Ay, Bekir Özer (2023-01-01)
Optimizing the building core is a fundamental goal in tall building design The area dedicated to elevators, which are among the most area-consuming elements in the core, might be considerably reduced with recent technological advancements. This study investigates the trade-offs of core reduction resulting from the elevator footprint decrease in supertall buildings since the core usually serves as a significant member of the structural system. An analytical model with an outriggered frame system representati...
Evaluation of the effects of service core reduction on tall building structures
Fakıoğlu, Beste; Ay, Bekir Özer; Department of Building Science in Architecture (2019)
Optimum design of the service core where the vertical circulation systems, building services, HVAC elements etc. located, is one of the major tasks in tall building design process as it directly effects the net leasable area. Among others, the elevators are one of the most area consuming elements of service core, especially valid for supertall (+300m) office buildings. By making use of developing elevator technologies, decreasing the elevator footprint area and thereby decreasing the service core area is po...
The building performance of the metro station buildings' entrances
Aksoy, Gökhan; Erman, Ercüment; Department of Architecture (2003)
Station buildings are the most significant components of metro systems that combine underground facilities to the outer world, and include public life in itself. Thus, it is the main objective of that research, to put forward an acknowledgement documentation, which identifies the main design and construction problems of existing and under construction metro station buildings9 entrances, and which comes up with solutions to these problems. In the scope of thesis, foremost, basic terminology about station bui...
The Role of Aerodynamic Modifications in the Form of Tall Buildings Against Wind Excitation
Ilgın, H. Emre ; Günel, Mehmet Halis (Middle East Technical University, Faculty of Architecture, 2007-6-01)
Modern tall buildings go higher and higher with the advances in structural design and high strength materials. However, every advance in height comes with a new difficulty. Efficient structural systems, high strength materials, and increased height, result with decrease in building weight and damping, and increase in slenderness. On the other hand, as the height and slenderness increase, buildings suffer from increased flexibility, which has negative effects in wind loading. Flexible structures are affected...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
B. Fakıoğlu and B. Ö. Ay, “The Effects of Service Core Reduction on Tall Building Structures,” Trabzon, Türkiye, 2019, vol. 2, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/94489.