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Year 2019, Volume: 3 Issue: 2, 86 - 101, 31.12.2019

İsa Yüksel

https://doi.org/10.38088/jise.590738
Cited By: 1

Abstract

References

  • CTBUH, Council on Tall Buildings and Urban Habitat, Illinois Institute of Technology, S.R. Crown Hall, 3360 South State Street, Chicago, Illinois, USA, www.ctbuh.org.
  • Büyüköztürk, O., Güneş O. (2004). High-Rise Buildings: Evolution and Innovations, https://studylib.net/doc/14854814/high-rise-buildings--evolution-and-innovations-dr.-oral-b... [Accessed: 07 June 2019]
  • fib Task Group 1.6 (2014). Tall Buildings. MPA The Concrete Centre and Fédération internationale du béton (fib), London, 1st Edition, 160 p. ISBN 978-1-908257-14-7.
  • Emporis, Emporis Corporation, A Global Building Information Company, Theodor-Heuss-Allee 2, 60486 Frankfurt, Germany, www.emporis.com.
  • Turkish Building Earthquake Code (TBEC-2018), Republic of Turkey, Disaster and Emergency Management Authority, 2018 (in Turkish)
  • Günel M.H, Ilgın H. (2014). Tall Buildings: Structural Systems and Aerodynamic Form, Rootledge Taylor and Francis Group, London, 1st Edition, 214 p. ISBN-13: 978-1138021778.
  • Akbar R. T. (2014). Tall and Supertall Buildings: Planning and Design, McGraw-Hill Education, New York, 1st Edition, 416 p. ISBN: 9780071818711
  • Taranath, B.S. (2010). Reinforced Concrete Design of Tall Buildings, CRC Press, New York, 1st Edition, 989 p. ISBN 9781439804803
  • Paltun, S., Gültekin, A.B., Çelebi, G. (2015). Investigation of Formal Structure of Building Aerodynamics: Relationship of Building Form and Wind, 2nd International Sustainable Building Symposium, Ankara, Turkey, 28 - 30th May 2015, pp.432-439.
  • Semizoğlu, R. (2009). Rüzgar Türbinlerinin Gökdelen Mimarisine Etkisinin Tipolojik İncelenmesi, Yüksek Lisans Tezi, Yıldız Teknik Üniversitesi Fen Bilimleri Enstitüsü, İstanbul, Turkey, 77 p. (in Turkish)
  • Kim H., Shin S. (2014). Reduction of Differential Column Shortening in Tall Buildings. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 8(2): 145-148.
  • lgın H.E., Günel M.H. (2007). The Role of Aerodynamic Modifications In The Form of Tall Buildings Against Wind Excitation, METU Journal of The Faculty of Architecture, 24(2):17-25.
  • Şafak E. (2012). Yüksek Yapılardaki Rüzgar Yüklerinin Hesabı. İMO Türkiye Mühendislik Haberleri, 471(1): 27-38. (in Turkish).
  • Kayvani, K. (2014). Design of High-Rise Buildings: Past, Present and Future, 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), Southern Cross University, Lismore, Australia, 9-12 December 2014, pp. 15-20.
  • Willford, M. (2006). Recommendations for the Seismic Design of High-Rise Buildings. https://global.ctbuh.org/resources/papers/download/429-ctbuh-recommendations-for-the-seismic-design-of-high-rise-buildings.pdf. [Accessed:05 June 2019]
  • Grünbaum C. (2008). Structures of tall buildings, Report TVBK – 5156, Department of Structural Engineering, Lund Institute of Technology, Sweden.
  • Jingyuan M., Fu M., Chensuo H., Zhixian W. (2013). Seismic Design of the High-Rise Building Structure and Sustainable Development. Applied Mechanics and Materials, 351-352: 536-540.
  • Poulos H.G. (2010). The Design of Foundations for High-Rise Building. Proceedings of ICE Civil Engineering, 163: 27-32.
  • TEC-2007-Turkish Earthquake-resistant Code, Specification for Buildings to Be Built in Seismic Zones, Ministry of Public Works and Settlement, Ankara, Turkey, (in Turkish).

An Overview on Tall Buildings from The Point of Structural Engineering

Year 2019, Volume: 3 Issue: 2, 86 - 101, 31.12.2019

İsa Yüksel

https://doi.org/10.38088/jise.590738
Cited By: 1

Abstract

Tall building construction has increased rapidly in
Turkey especially in metropolitans such as Istanbul, Ankara, and Bursa. These
buildings are subjected to different kinds of loads during its construction and
service life time. Substantial load types affecting to tall buildings are
gravity loads, seismic and wind loads, and other special loads. Modern
lightweight and high strength materials, new force resisting structural
systems, shock absorption systems, structuring combinations reveals different
solutions to engineers and architects for design and constructing tall
buildings. The aim of this paper is to review structural form, wind and
earthquake loads on tall buildings from the point of structural engineering. At
first, the effect of building form to building aerodynamics is examined. Then
the loads, selection and arrangement of the major structural elements to resist
loading combinations containing gravity, earthquake, and wind loads on tall
buildings are discussed. In addition, the new provisions are reviewed that
given in TBEC-2018, which is the first national code comprised special
regulations for tall buildings in Turkey.

Keywords

Building Form Design earthquake Tall Buildings Wind

References

  • CTBUH, Council on Tall Buildings and Urban Habitat, Illinois Institute of Technology, S.R. Crown Hall, 3360 South State Street, Chicago, Illinois, USA, www.ctbuh.org.
  • Büyüköztürk, O., Güneş O. (2004). High-Rise Buildings: Evolution and Innovations, https://studylib.net/doc/14854814/high-rise-buildings--evolution-and-innovations-dr.-oral-b... [Accessed: 07 June 2019]
  • fib Task Group 1.6 (2014). Tall Buildings. MPA The Concrete Centre and Fédération internationale du béton (fib), London, 1st Edition, 160 p. ISBN 978-1-908257-14-7.
  • Emporis, Emporis Corporation, A Global Building Information Company, Theodor-Heuss-Allee 2, 60486 Frankfurt, Germany, www.emporis.com.
  • Turkish Building Earthquake Code (TBEC-2018), Republic of Turkey, Disaster and Emergency Management Authority, 2018 (in Turkish)
  • Günel M.H, Ilgın H. (2014). Tall Buildings: Structural Systems and Aerodynamic Form, Rootledge Taylor and Francis Group, London, 1st Edition, 214 p. ISBN-13: 978-1138021778.
  • Akbar R. T. (2014). Tall and Supertall Buildings: Planning and Design, McGraw-Hill Education, New York, 1st Edition, 416 p. ISBN: 9780071818711
  • Taranath, B.S. (2010). Reinforced Concrete Design of Tall Buildings, CRC Press, New York, 1st Edition, 989 p. ISBN 9781439804803
  • Paltun, S., Gültekin, A.B., Çelebi, G. (2015). Investigation of Formal Structure of Building Aerodynamics: Relationship of Building Form and Wind, 2nd International Sustainable Building Symposium, Ankara, Turkey, 28 - 30th May 2015, pp.432-439.
  • Semizoğlu, R. (2009). Rüzgar Türbinlerinin Gökdelen Mimarisine Etkisinin Tipolojik İncelenmesi, Yüksek Lisans Tezi, Yıldız Teknik Üniversitesi Fen Bilimleri Enstitüsü, İstanbul, Turkey, 77 p. (in Turkish)
  • Kim H., Shin S. (2014). Reduction of Differential Column Shortening in Tall Buildings. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 8(2): 145-148.
  • lgın H.E., Günel M.H. (2007). The Role of Aerodynamic Modifications In The Form of Tall Buildings Against Wind Excitation, METU Journal of The Faculty of Architecture, 24(2):17-25.
  • Şafak E. (2012). Yüksek Yapılardaki Rüzgar Yüklerinin Hesabı. İMO Türkiye Mühendislik Haberleri, 471(1): 27-38. (in Turkish).
  • Kayvani, K. (2014). Design of High-Rise Buildings: Past, Present and Future, 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), Southern Cross University, Lismore, Australia, 9-12 December 2014, pp. 15-20.
  • Willford, M. (2006). Recommendations for the Seismic Design of High-Rise Buildings. https://global.ctbuh.org/resources/papers/download/429-ctbuh-recommendations-for-the-seismic-design-of-high-rise-buildings.pdf. [Accessed:05 June 2019]
  • Grünbaum C. (2008). Structures of tall buildings, Report TVBK – 5156, Department of Structural Engineering, Lund Institute of Technology, Sweden.
  • Jingyuan M., Fu M., Chensuo H., Zhixian W. (2013). Seismic Design of the High-Rise Building Structure and Sustainable Development. Applied Mechanics and Materials, 351-352: 536-540.
  • Poulos H.G. (2010). The Design of Foundations for High-Rise Building. Proceedings of ICE Civil Engineering, 163: 27-32.
  • TEC-2007-Turkish Earthquake-resistant Code, Specification for Buildings to Be Built in Seismic Zones, Ministry of Public Works and Settlement, Ankara, Turkey, (in Turkish).
There are 19 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Review Articles
Authors

İsa Yüksel 0000-0002-5176-9990

Publication Date December 31, 2019
Published in Issue Year 2019Volume: 3 Issue: 2

Cite

APA Yüksel, İ. (2019). An Overview on Tall Buildings from The Point of Structural Engineering. Journal of Innovative Science and Engineering, 3(2), 86-101. https://doi.org/10.38088/jise.590738
AMA Yüksel İ. An Overview on Tall Buildings from The Point of Structural Engineering. JISE. December 2019;3(2):86-101. doi:10.38088/jise.590738
Chicago Yüksel, İsa. “An Overview on Tall Buildings from The Point of Structural Engineering”. Journal of Innovative Science and Engineering 3, no. 2 (December 2019): 86-101. https://doi.org/10.38088/jise.590738.
EndNote Yüksel İ (December 1, 2019) An Overview on Tall Buildings from The Point of Structural Engineering. Journal of Innovative Science and Engineering 3 2 86–101.
IEEE İ. Yüksel, “An Overview on Tall Buildings from The Point of Structural Engineering”, JISE, vol. 3, no. 2, pp. 86–101, 2019, doi: 10.38088/jise.590738.
ISNAD Yüksel, İsa. “An Overview on Tall Buildings from The Point of Structural Engineering”. Journal of Innovative Science and Engineering 3/2 (December 2019), 86-101. https://doi.org/10.38088/jise.590738.
JAMA Yüksel İ. An Overview on Tall Buildings from The Point of Structural Engineering. JISE. 2019;3:86–101.
MLA Yüksel, İsa. “An Overview on Tall Buildings from The Point of Structural Engineering”. Journal of Innovative Science and Engineering, vol. 3, no. 2, 2019, pp. 86-101, doi:10.38088/jise.590738.
Vancouver Yüksel İ. An Overview on Tall Buildings from The Point of Structural Engineering. JISE. 2019;3(2):86-101.

Cited By

EVALUATION AND COMPARISON OF CONSTRUCTION TECHNOLOGIES FOR HIGH-RISE BUILDINGS
Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi
https://doi.org/10.31796/ogummf.1324093
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