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The influence of different factors on buildings' height in the absence of shear walls in low seismic regions

  • Keihani, Reza (School of Computing and Engineering, University of West London) ;
  • Bahadori-Jahromi, Ali (Civil Engineering, School of Computing and Engineering, University of West London) ;
  • Goodchild, Charles (Principal Structural Engineer, the Concrete Centre) ;
  • Cashell, Katherine A. (Structural Engineering, Department of Civil and Environmental Engineering, Brunel University)
  • 투고 : 2020.02.04
  • 심사 : 2020.05.18
  • 발행 : 2020.10.10

초록

Shear walls are structural members in buildings that are used extensively in reinforced concrete frame buildings, and almost exclusively in the UK, regardless of whether or not they are actually required. In recent years, the UK construction industry, led by the Concrete Centre, has questioned the need for such structural elements in low to mid-rise reinforced concrete frame buildings. In this context, a typical modern, 5-storey residential building is studied, and its existing shear walls are replaced with columns as used elsewhere in the building. The aim is to investigate the impact of several design variables, including concrete grade, column size, column shape and slab thickness, on the building's structural performance, considering two punching shear limits (VEd/VRd,c), lateral drift and accelerations, to evaluate its maximum possible height under wind actions without the inclusion of shear walls. To facilitate this study, a numerical model has been developed using the ETABS software. The results demonstrate that the building examined does not require shear walls in the design and has no lateral displacement or acceleration issues. In fact, with further analysis, it is shown that a similar building could be constructed up to 13 and 16 storeys high for 2 and 2.5 punching shear ratios (VEd/VRd,c), respectively, with adequate serviceability and strength, without the need for shear walls, albeit with thicker columns.

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참고문헌

  1. Aalto, J. and Neuman, E. (2017), "Comparison of punching shear design provisions for flat slabs", Master Dissertation, Royal Institute of Technology (KTH), Stockholm, Sweden.
  2. Alkarani and Ravindra, R. (2013), Evaluation of punching shear in flat slabs, International Journal of Research in Engineering and Technology, Bangalore, India, November.
  3. Aly, A. and Abburu, S. (2015), "On the design of high-rise buildings for multi-hazard: fundamental differences between wind and earthquake demand", Shock Vib., 2015(1), 1-22. https://doi.org/10.1155/2015/148681.
  4. Ambrose, J. and Vergun, D. (1995), Simplified Building Design for Wind And Earthquake Forces, Wiley, New York, NY, USA.
  5. Avsar, O., Bayhan, B. and Yakut, A. (2012), "Effective flexural rigidities for ordinary reinforced concrete columns and beams", Struct. Design Tall Special Build., 23(6), 463-482. https://doi.org/10.1002/tal.1056.
  6. Banks, C., Burridge, J., Cammelli, S. and Chiorino, M. (2014), Tall Buildings - Structural Design Of Concrete Buildings Up To 300 M Tall, MPA The Concrete Centre and Federation internationale du beton (fib), London, United Kingdom.
  7. Bernal, D. (1987)," Amplification factors for inelastic dynamic p-${\Delta}$ effects in earthquake analysis", Earthq. Eng. Struct. Dynam., 15(5), 635-651. https://doi.org/10.1002/eqe.4290150508.
  8. Bond, A. (2011), How to Design Concrete Structures Using Eurocode 2, MPA - The Concrete Centre, Camberley, Surrey, United Kingdom.
  9. Breeze, G. (2011), Dynamic Comfort Criteria for Structures, BRE Trust, Watford, United Kingdom.
  10. BS 4449 (2005), Steel for the Reinforcement of Concrete - Weldable Reinforcing Steel - Bar, Coil and Decoiled Product - Specification, British Standards, London, United Kingdom.
  11. BS 8500-1 (2015), Concrete, Complementary British Standard to BS EN 206, Method of Specifying and Guidance for the Specifier, British Standards, London, United Kingdom.
  12. BS EN 10025-2. (2019), Hot Rolled Products of Structural Steels, Technical Delivery Conditions for Non-Alloy Structural Steels, British Standards, London, United Kingdom.
  13. BS EN 1990. (2017), Eurocode 0: Basis of Structural Design, British Standards, London, United Kingdom.
  14. BS EN 1991-1-1. (2002), Eurocode 1: Actions on Structures - Part 1-1: General Actions - Densities, Self-Weight, Imposed Loads for Buildings, British Standards, London, United Kingdom.
  15. BS EN 1991-1-4. (2005), Eurocode 1: Actions on Structures - Part 1-4: General Actions - Wind Actions, British Standards, London, United Kingdom.
  16. BS EN 1992-1-1. (2014), Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings, British Standards, London, United Kingdom.
  17. BS EN 206-1. (2000), Concrete. Specification, Performance, Production and Conformity, British Standards, London, United Kingdom.
  18. ETABS. (2018), ETABS software; Computers and Structures Inc, New York, USA. www.csiamerica.com/products/etabs
  19. Ingrid Cloud. (2018), Wind Simulations; Stockholm, Sweden. www.ingridcloud.com/product-tour/get-started/
  20. Emporis (2009), High-rise building (ESN 18727); Emporis GMBH, Hamburg, Germany. www.emporis.com/building/standard/3/high-rise-building.
  21. Emporis (2008), Low-rise building (ESN 49213); Emporis GMBH, Hamburg, Germany. www.emporis.com/building/standard/15/low-rise-building.
  22. G. S. Saisaran, V. Yogendra Durga Prasad and T. Venkat Das (2016), Pushover analysis for concrete structures at seismic zone-3 using ETABS software, J. Eng. Res. Technol. (IJERT), 5(3), 739-746.
  23. Goodchild, C. (2009), Worked Examples to Eurocode 2, The Concrete Centre, Camberley, Surrey, United Kingdom.
  24. Howeler, E. (2003), Skyscraper, Thames and Hudson, London, United Kingdom.
  25. Hyeon-Jong, H., Gao, M. and Chang-Soo, K. (2019), Minimum thickness of flat plates considering construction load effect, Techno-Press, 69(1), 1-10. https://doi.org/10.12989/sem.2019.69.1.001.
  26. Ibanez, C., Hernandez-Figueirido, D. and Piquer, A. (2018), Shape effect on axially loaded high strength CFST stub columns, J. Construct. Steel Res., 147(1), 247-256. https://doi.org/10.1016/j.jcsr.2018.04.005.
  27. Jolly, A. and Vijayan, V. (2016), "Structural Behaviour of Reinforced Concrete Haunched Beam A Study on ANSYS and ETABS", J. Innovative Sci., Eng. Technol., 3(8), 495-500.
  28. Keihani, R, Bahadori-Jahromi, A and Goodchild, C. (2019), "The significance of removing shear walls in existing low-rise RC frame buildings - sustainable approach", Struct. Eng. Mech., 71(5), 563-576. https://doi.org/10.12989/sem.2019.71.5.563.
  29. Lapi, M., Ramos, A. and Orlando, M. (2019), "Flat slab strengthening techniques against punching-shear", Eng. Struct., 180(1), 160-180. https://doi.org/10.1016/j.engstruct.2018.11.033.
  30. Li, Q., Wu, J., Fu, J., Li, Z. and Xiao, Y. (2010), "Wind effects on the world's tallest reinforced concrete building", Proceedings of the Institution of Civil Engineers - Structures and Buildings, 163(2), 97-110. https://doi.org/10.1680/stbu.2010.163.2.97.
  31. Li, Y., Zhang, J. and Li, Q. (2014), "Experimental investigation of characteristics of torsional wind loads on rectangular tall buildings", Struct. Eng. Mech., 49(1), 129-145. https://doi.org/10.12989/sem.2014.49.1.129.
  32. Mander, J., Priestley, M. and Park, R. (1988), "Theoretical Stress-Strain Model for Confined Concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  33. Melbourne, W. and Palmer, T. (1992), "Accelerations and comfort criteria for buildings undergoing complex motions". J. Wind Eng. Industrial Aerodynam., 41(1-3), 105-116. https://doi.org/10.1016/0167-6105(92)90398-T.
  34. Moreno, C. and Sarmento, A. (2011), "Punching shear analysis of slab-column connections", International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications, Coimbra, Portugal, November.
  35. Murty, C., Goswami, R., Vijayanarayanan, A. and Mehta, V. (2012), Some Concepts in Earthquake Behaviour of Buildings, Gujarat State Disaster Management Authority, Gujarat, India.
  36. National building code of Canada. (2010), Canadian Commission on Building and Fire Codes (CCBFC), National Research Council Canada, Institute Ottawa, Canada.
  37. Paulay, T. and Priestley, M. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings, J. Wiley and Sons, New York, NY, USA.
  38. Pettinga, D. and Priestley, N. (2008), "Accounting for P-delta effects in structures when using direct displacement-based design", The 14th World Conference on Earthquake Engineering, Beijing, China, October.
  39. Punching shear reinforcement Shearail (2020), Max Frank article for Punching shear reinforcement Shearail; Bavaria, Germany. www.maxfrank.com/intl-en/products/reinforcement-technologies/06-punching-shear-reinforcement-shearail/
  40. Sacramento, P., Ferreira, M., Oliveira, D. and Melo, G. (2012), "Punching strength of reinforced concrete flat slabs without shear reinforcement", IBRACON Structures and Materials, 5(5), 659-691. https://doi.org/10.1590/S1983-41952012000500005.
  41. Scott, A. (1998), Dimensions of Sustainability, E. and F.N. Spon, London, United Kingdom.
  42. Schueller, W. (1977), High-Rise Building Structures, J. Wiley and Sons, New York, NY, USA.
  43. Singh, S., Nagar, R. and Agrawal, V. (2016), "A review on properties of sustainable concrete using granite dust as replacement for river sand", J. Cleaner Production, 126(1), 74-87. https://doi.org/10.1016/j.jclepro.2016.03.114.
  44. Taleb, R., Bechtoula, H., Sakashita, M., Bourahla, N. and Kono, S. (2012), "Investigation of the shear behaviour of multi-story reinforced concrete walls with eccentric openings", Comput. Concrete, 10(4), 361-377. https://doi.org/10.12989/cac.2012.10.4.361.
  45. The National Fire Protection Association (NFPA) (2016), High-Rise Building Fires, NFPA Fire Analysis and Research, Quincy, MA, USA.
  46. Tsay, R. (2019), "A study of BIM combined with ETABS in reinforced concrete structure analysis", IOP Conference Series: Earth and Environmental Science, 233(2), 1-6. https://doi.org/10.1088/1755-1315/233/2/022024.
  47. Zhi, L., Chen, B. and Fang, M. (2015), "Wind load estimation of super-tall buildings based on response data", Struct. Eng. Mech., 56(4), 625-648. https://doi.org/10.12989/sem.2015.56.4.625.