There are numerous structural lateral systems used in high-rise building design such as shear frames, frames with shear core, framed tubes, tube and tube, super frames etc. Generally, the structural systems of tall buildings are considered to be two types. One is interior and the other one is exterior type. A system is categorized as an interior structure when the major parts of the lateral load resisting system are located within the interior of the building. Likewise, if the major parts of the lateral load resisting system are located at the building perimeter, the system is categorized as an exterior structure. In this study it is intended to model an advanced structural system which can be applied to buildings taller than the existing tallest building in the world. In this innovative concept, several parallel shear walls have been arranged in both directions and connected with beams and R.C. floor slabs. The shear walls are continuous down to the base to which they are rigidly attached to form vertical cantilevers. Their high in plane stiffness and strength make them well suited for bracing buildings up to about 278 stories. Fewer widely spaced gravity columns are arranged in the core area of the building to carry floor loads. Because of the absence of core bracing and of a large number of heavy interior columns, the net leasable area for such a building increases. Static and Dynamic analysis (Time History Analysis) has been carried out. The drift by static analysis is 1884 mm which is below the allowable limit of 2001.6mm (If considered H/500, where H is the height of the structure [9]). Also it is found by research that, when this structural arrangement is applied to around 830 meter tall structure with aspect ratio 9.8:1, no additional structural supporting system (like Outriggers, Perimeter Belts, Cross Bracing, Tuned Mass Dampers etc.) is required. This shear walls arrangement is applicable for the tall buildings of any height to avoid additional supports to resist the lateral forces while taking advantage of the creative approach of this unique concept.
| Published in | American Journal of Civil Engineering (Volume 4, Issue 4) |
| DOI | 10.11648/j.ajce.20160404.16 |
| Page(s) | 167-173 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Innovative, High-Rise, Dynamic, Drift, Outriggers, Skyscraper
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| [3] | Rizk A. S.-CTBUH Technical Paper, Structural Design of Reinforced Concrete Tall Buildings, Published CTBUH Journal issue 1, 2010. |
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| [6] | Taipei mass damper – Wikipedia, the free encyclopedia. |
| [7] | FRANCIS D. K. – Building Structures Illustrated- Patterns, System, and Design (Second Edition) |
| [8] | Why Tall Buildings Often Considered safer than Low-Rise Buildings During Earthquakes? – CTBUH Journal 2014 Issue III. |
| [9] | ASCE 7-10, Commentary Appendix C, Sec: CC.1.2. |
| [10] | P. Jayachandran, Ph. D, M. ASCE – Design of Tall Buildings– Preliminary Design and Optimization. |
| [11] | Robert Sinn 2012 – Taller: How Future Skyscraper Will Beat the Burj Khalifa. |
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| [13] | CTBUH Journal, 2013 Issue III – Tall Buildings in Numbers. Vanity Height: the Empty Space in Todays Tallest. |
| [14] | Tuned mass damper – Wikipedia, the free encyclopedia. |
APA Style
Feroz Alam. (2016). Innovative Application of Dispersed Shear Wall to a Kilometer-High Concrete Skyscraper. American Journal of Civil Engineering, 4(4), 167-173. https://doi.org/10.11648/j.ajce.20160404.16
ACS Style
Feroz Alam. Innovative Application of Dispersed Shear Wall to a Kilometer-High Concrete Skyscraper. Am. J. Civ. Eng. 2016, 4(4), 167-173. doi: 10.11648/j.ajce.20160404.16
AMA Style
Feroz Alam. Innovative Application of Dispersed Shear Wall to a Kilometer-High Concrete Skyscraper. Am J Civ Eng. 2016;4(4):167-173. doi: 10.11648/j.ajce.20160404.16
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Download@article{10.11648/j.ajce.20160404.16,
author = {Feroz Alam},
title = {Innovative Application of Dispersed Shear Wall to a Kilometer-High Concrete Skyscraper},
journal = {American Journal of Civil Engineering},
volume = {4},
number = {4},
pages = {167-173},
doi = {10.11648/j.ajce.20160404.16},
url = {https://doi.org/10.11648/j.ajce.20160404.16},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20160404.16},
abstract = {There are numerous structural lateral systems used in high-rise building design such as shear frames, frames with shear core, framed tubes, tube and tube, super frames etc. Generally, the structural systems of tall buildings are considered to be two types. One is interior and the other one is exterior type. A system is categorized as an interior structure when the major parts of the lateral load resisting system are located within the interior of the building. Likewise, if the major parts of the lateral load resisting system are located at the building perimeter, the system is categorized as an exterior structure. In this study it is intended to model an advanced structural system which can be applied to buildings taller than the existing tallest building in the world. In this innovative concept, several parallel shear walls have been arranged in both directions and connected with beams and R.C. floor slabs. The shear walls are continuous down to the base to which they are rigidly attached to form vertical cantilevers. Their high in plane stiffness and strength make them well suited for bracing buildings up to about 278 stories. Fewer widely spaced gravity columns are arranged in the core area of the building to carry floor loads. Because of the absence of core bracing and of a large number of heavy interior columns, the net leasable area for such a building increases. Static and Dynamic analysis (Time History Analysis) has been carried out. The drift by static analysis is 1884 mm which is below the allowable limit of 2001.6mm (If considered H/500, where H is the height of the structure [9]). Also it is found by research that, when this structural arrangement is applied to around 830 meter tall structure with aspect ratio 9.8:1, no additional structural supporting system (like Outriggers, Perimeter Belts, Cross Bracing, Tuned Mass Dampers etc.) is required. This shear walls arrangement is applicable for the tall buildings of any height to avoid additional supports to resist the lateral forces while taking advantage of the creative approach of this unique concept.},
year = {2016}
}
TY - JOUR T1 - Innovative Application of Dispersed Shear Wall to a Kilometer-High Concrete Skyscraper AU - Feroz Alam Y1 - 2016/06/04 PY - 2016 N1 - https://doi.org/10.11648/j.ajce.20160404.16 DO - 10.11648/j.ajce.20160404.16 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 167 EP - 173 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20160404.16 AB - There are numerous structural lateral systems used in high-rise building design such as shear frames, frames with shear core, framed tubes, tube and tube, super frames etc. Generally, the structural systems of tall buildings are considered to be two types. One is interior and the other one is exterior type. A system is categorized as an interior structure when the major parts of the lateral load resisting system are located within the interior of the building. Likewise, if the major parts of the lateral load resisting system are located at the building perimeter, the system is categorized as an exterior structure. In this study it is intended to model an advanced structural system which can be applied to buildings taller than the existing tallest building in the world. In this innovative concept, several parallel shear walls have been arranged in both directions and connected with beams and R.C. floor slabs. The shear walls are continuous down to the base to which they are rigidly attached to form vertical cantilevers. Their high in plane stiffness and strength make them well suited for bracing buildings up to about 278 stories. Fewer widely spaced gravity columns are arranged in the core area of the building to carry floor loads. Because of the absence of core bracing and of a large number of heavy interior columns, the net leasable area for such a building increases. Static and Dynamic analysis (Time History Analysis) has been carried out. The drift by static analysis is 1884 mm which is below the allowable limit of 2001.6mm (If considered H/500, where H is the height of the structure [9]). Also it is found by research that, when this structural arrangement is applied to around 830 meter tall structure with aspect ratio 9.8:1, no additional structural supporting system (like Outriggers, Perimeter Belts, Cross Bracing, Tuned Mass Dampers etc.) is required. This shear walls arrangement is applicable for the tall buildings of any height to avoid additional supports to resist the lateral forces while taking advantage of the creative approach of this unique concept. VL - 4 IS - 4 ER -
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