Vol. 14 No. 02 (2024): Journal of Materials & Construction
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JOURNAL OF MATERIALS & CONSTRUCTION

ISSN: 2734-9438

Website: www.jomc.vn

Shear wall thickness affects high-rise building internal force and horizontal displacement according to TCVN 2737:2023

T.Q.K. Lam Mien Tay Construction University https://orcid.org/0009-0004-2796-3170 , C.C. Ho

Keywords:

Shear wall
Stiffness
Building
Shear force
Displacement
Thickness
Axial force

Abstract

Shear walls increase the horizontal stiffness of multi-story buildings in wind and earthquake conditions. According to TCVN 2737:2023, Etabs software must be used to study how shear wall thickness affects internal stresses and horizontal displacements in multi-story buildings. This study examines the impact of varying initial shear wall thicknesses, starting with bw=200mm and subsequently increasing to bw=250mm (25%), bw=300mm (50%), bw=350mm (75%), and bw=400mm (100%). The focus is on type I high-rise buildings (under 16 floors) and type II high-rise buildings (from 17 to 25 floors), specifically analyzing how these changes affect internal forces and horizontal displacements at the building's top. The survey results of the 9-storey building indicate a 6% reduction in bending moment, a 13% increase in shear force, and a 7% increase in axial force when the shear wall thickness is increased by 100% compared to the original thickness. For the 21-storey building, increasing the shear wall thickness by 100% leads to a 31% reduction in the bending moment, a 47% reduction in the shear force, and a 12% reduction in the axial force compared to the original thickness. As the height of the building rises from 9 to 21 floors, the horizontal displacement increases by a ratio of 6.4 times in both directions

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How to Cite

Lam, T., & Ho, C. (2024). Shear wall thickness affects high-rise building internal force and horizontal displacement according to TCVN 2737:2023. JOURNAL OF MATERIALS & CONSTRUCTION, 14(02), Page 27 – Page 37. https://doi.org/10.54772/jomc.v14i02.798

References

  1. N.T. Chuong, Structural analysis of multi-storey buildings. Hanoi: Construction Publishing House, 2018.
  2. S.B. Smith and A. Coull, Tall Building structures: Analysis and Design, Willy and Son, New York, 1991.
  3. D. Capuani, M. Merli and M. Savoia, Dynamic analysis of coupled shear wall-frame systems, Journal of sound and Vibration, 192(4), 867-883, 1996. DOI: 10.1006/jsvi.1996.0222
  4. Y.K. Park, H.S. Kim and D.G. Lee, Efficient structural analysis of wall-frame structures, The structural design of tall and special buildings. 23(10), 740-759, 2014. DOI: 10.1002/tal.1078
  5. I. Kazaz and P. Gülkan, An alternative frame-shear wall model: continuum formulation, The structural design of tall and special buildings. 21(7), 524-542, 2012. DOI: 10.1002/tal.626
  6. A. Surahman, Modeling effects on forces in shear wall-frame structures, Journal of Engineering and Technological sciences, 47(2), 117-125, 2015. DOI: 10.5614/j.eng.technol.sci.2015.47.2.1
  7. X. Guiyun, W. Shu and I. Stanciulescu, Efficient analysis of shear wall-frame structural systems, Engineering Computation, 2019. DOI: 10.1108/EC-12-2018-0568
  8. E. Miranda and C.J. Reyes, Approximate lateral drift demands in multistory buildings with nonuniform stiffness, Journal of structural Engineering, 128(7), 840-849, 2002. DOI: 10.1061/(ASCE)0733-9445(2002)128:7(840)
  9. K.B. Bozdogan, A approximate method for static and dynamic analyses of symmertric wall-frame buildings, The structural design of tall and special buildings, 18(3), 279-290, 2009. DOI: 10.1002/tal.409
  10. H. Zhong, Z. Liu, H. Quin and Y. Liu, Static analysis of thin-walled space frame structures with arbitrary closed cross-sections using transfer matrix method, Thin-Walled structures, 123, 255-269, 2018. DOI: 10.1016/j.tws.2017.11.018
  11. K.B. Bozdogan, A method for lateral static and dynamic analyses of wall-frame buildings using one dimensional finite element, Scientific Research and Essays, 6(3), 616-626, 2011. DOI: 10.5897/SRE10.863
  12. H.J. Son, J. Park, H. Kim, Y. H. Lee and D.J. Kim, Generalized finite element analysis of high-rise wall-frame structural systems, Engineering computations, 34(1), 189-210, 2017. DOI: 10.1108/EC-07-2016-0266
  13. S. Badami and M.R. Suresh, A study on behavior of structural systems for tall buildings subjected to lateral loads, International Journal of engineering research & Technology, 3(7), 989-994, 2014.
  14. S. Sangtiani, J. Simon, J. Satyanarayana and D. Sangtiani, Performance of tall buildings under lateral loads with different type of structural system, International Journal of Civil Engineering and Technology (IJCIET), 8(3), 1014-1022, 2017.
  15. H. Singh, A.K. Tiwary, S. Thakur and G. Thakur, Performance evaluation of high-rise reinforced concrete buildings under dynamic loading considering different structural systems, Material today: Proceeding, 2023. DOI: 10.1016/j.matpr.2023.08.251
  16. M.B. Sajjaanshetty and P. Galanna, A study on static and dynamic behaviour of Outrigger structural system for different structural configuration, Jounral of scientific research and technology, 1(7), 37-52, 2023. DOI: 10.5281/zenodo.10045307
  17. A.B. Adnan, M.H. Osman, I. Faridmehr and R. Hodzati, Sesmic Assessment of RC building according to FEMA 356, Internationnal Jounral of Earth sciences and engineering, 6(7), 1488-1496, 2013.
  18. T. Kabeyasawa, T. Matsumori, H. Katsumata and K. Shirai, Design of the full-scale six-story reinforced concrete wall-frame building for testing at E-Defense, Proceedings of the first NEES/E-Defense workshop on collapse simulation of reinforced concrete building structures, Berkeley, US, 23-46, 2005.
  19. K. Shirai, T. Matsumori and T. Kabeyasawa, Simulated Earthquake test on a full-scale six-story reinforced concrete building at E-Defense, Part 2: Study on distribution of seismic force, Proceedings os the second NEES/E-Defense workshop on collapse simulation of reinforced concrete building structures, Miki Japan, 17-28, 2006.
  20. Y. Kim, T. Kabeyasawa, T. Matsumori and T. Kabeyasawa, Numerical study of a full-scale six-story reinforced concrete wall-frame structure tested at E-Defense, Earthquake engineering & structural dynamic, 41(8), 1217-1239, 2012. DOI: 10.1002/eqe.1179
  21. M. Alaghmandan, B. Bahrami and M. Elnimeiri, The future trend of architectural from and structural system in High-Rise Buildings, Architectural Research, 4(3), 55-62, 2014. DOI: 10.5923/j.arch.20140403.01
  22. Y. Sanada, T. Kabeyasawa and Y. Nakano, Analyses of reinforced concrete wall-frame structural systems considering shear softening of shear wall, In Proc., 13th world conference on Earthquake Engineering, Canada, paper No. 3036, 2004.
  23. A. Tena-Colunga and M. A. Pérez-Osornio, Impact of shear deformations on the location of the centers of torsion of shear wall buildings, Proceedings, Seventh US National Conference on Earthquake Engineering (7NCEE), Massachusetts, 193, 2002.
  24. A. Tena-Colunga and M. A. Pérez-Osornio, Assessment of shear deformations on the seismic response of asymmetric shear wall buildings, Journal of Structural Engineering, 131(11), 1774-1779, 2005. DOI: 10.1061/(ASCE)0733-9445(2005)131:11(1774)
  25. T.J. Sullivan, M.J.N. Priestley, G.M. Calvi, Direct displacement-based design of frame-wall structures, Journal of Earthquake Engineering, 10(sup001), 91–124. DOI: 10.1080/13632460609350630
  26. B.T. Lam, Research on influences of shear walls location to torsion and displacement of high-rise buildinngs under transverse loading, The University of Danang - Journal of Science and Technology, 2(25), 2008.
  27. H.H.A. Abd-el-Rahim and A.A.E.R. Faraghaly, Role of shear walls in high rise buildings, Journal of Engineering Sciences, 38(2), 403-420, 2010. DOI: 10.21608/jesaun.2010.124373
  28. A.S. Agrawal and S.D. Charkha, Effect of change in shear wall location on storey drift of multistorey building subjected to lateral loads, International Journal of Engineering Research and Applications, 2(3), 1786-1793, 2012.
  29. P.S. Kumbhare and A.C Saoji, Effectiveness of Changing Reinforced Concrete Shear Wall Location on Multi-storeyed Building, International Journal of Engineering Research and Applications, 2(5), 1072-1076, 2012.
  30. C.Z.B. Zahid, S. Alam, A. Fahik, M.I. Khan and T.U. Mohammed, Different orientations of shear wall in a reinforced concrete structure to control drift and deflection, Journal of Physics: Conference Series, 2521, 012006, 2023. DOI: 10.1088/1742-6596/2521/1/012006
  31. K. Orakcal, L.M. Massone and J.W. Wallace, Analytical modeling of reinforced conrecte walls for predicting flexural and coupled-shear-flexural responses, PEER Report 2006/07, Pacific Earthquake Engineering Research Caenter, University of California, Los Angeles, October 2006.
  32. T. Eimani, Analytical modeling of reinforced conrecte shear wall structures, PhD dissertation, University of Southern California, Los Angeles, California, May 1997.
  33. T. Paulay and M.J.N. Priestley, Seismic Design of Reinforced Concrete and Masonry Buidings, A Wiley Interscience Publication John Wiley and Són, Inc, 1992.
  34. V.V. Bertero, Seismic behaviors of RC wall structure system, In 7th World conference on Earthquake Engineering, Instanbul, Turkey, September 1980, volume 6, pages 323-330.
  35. R. Resmi and S. Roja, A review on performance of shear wall, International Journal of applied engineering research, 11(3), 369-373 2016.
  36. Q. Wang, L. Wang and Q. Liu, Effect of shear wall height on earthquake response, Engineering structures, 23, 376-384, 2001. DOI: 10.1016/S0141-0296(00)00044-4
  37. A. Coull and R.D. Puri, Analysis of coupled shear walls of variable cross-section, Building Sciences, 2(4), 313-320, 1968. DOI: 10.1016/0007-3628(68)90011-X
  38. . K. Shukla and K. Nallasivam, Effective location of shear walls in High-Rise RCC buildings subjected to lateral loads, Civil Engineering Infrastructures Journal, 57(1), 103-117, 2024. DOI: 10.22059/CEIJ.2023.350020.1879
  39. . M.R. More, A.S. Bhumare and S.B. Nagargoje, The impact of different shear wall structure position on symmetric and Unsymmetric tall buildings, International Jounral for research in applied Science & Engineering technology, 11(4), 2023. DOI: 10.22214/ijraset.2023.50308
  40. . S.A. Ahamad and K.V. Pratap, Dynamic analysis of G+20 multi storied building by using shear walls in various locations for different seismic zones by using Etabs, Materials today: Proceedings, 43, 1043-1048, 2021. DOI: 10.1016/j.matpr.2020.08.014
  41. . J. Chandra, G. Milla and J.A. Tambuna, Evaluation of shear-flexure interaction bahavior of reinforced concrete wall, Civil Engineering Demesion, 2024, 26(1), 11–20. DOI: 10.9744/ced.26.1.11-20
  42. . T. Ji, B.R. Ellis and A.J. Bell, Horizontal movements of frame structures induced by vertical loads, Proceedings of the Institution of Civil Engineers – Structures and Buildings, 156(2), 141-150, 2003. DOI: 10.1680/stbu.2003.156.2.141
  43. . Lam, T.Q.K. Impact of wind loads on columns or the building’s geometric center in high-rise and low-rise buildings. Multidisciplinary Science Journal, 6(6), 2024091, 2023. DOI: 10.31893/multiscience.2024091
  44. . Lam, T. Q. K. Horizontal displacement at the top of the building with frame and shear walls structures according to TCVN 2737:2023. Multidisciplinary Science Journal, 6(7), 2024121, 2024. DOI: 10.31893/multiscience.2024121
  45. . Lam, T. Q. K. The influence of the layout of shear walls on internal forces and horizontal displacements in an 18-story building. Edelweiss Applied Science and Technology, 8(3), 259–278. 2024. DOI: 10.55214/25768484.v8i3.963
  46. . Do, T.M.D. Horizontal displacement of high-rise buildings with and without basement shear walls. Multidisciplinary Science Journal, 6(6), 2023 2024093. DOI: 10.31893/multiscience.2024093
  47. . Do, T. M. D. Wind-related structural stiffness and stiffness reduction factors. Multidisciplinary Science Journal, 6(9), 2024, 2024181. DOI: 10.31893/multiscience.2024181
  48. . TCVN 2737:1995, Loads and Actions norm for design, Vietnam Standard, 1995.
  49. . TCVN 2737:2023, Loads and actions, Vietnam Standard, 2023.
  50. . T.S.S. Hoach, Calculation of wind load for building with square and rectangular plans according to TCVN 2737:2023. Journal of Science, Technology and Engineering Mien Tay Construction University, 7, 8-17, 2023.
  51. . T.V. Tam, Investigation of changes in design of frame structures and pile foundation of reinforced concrete buildings according to two design standards TCVN 2737-1995 and TCVN 2737-2023, Journal of Construction, 3, 82-87, 2024.
  52. . QCVN 02:2022/BXD, National Technical Regulation on Natural Physical and Climatic Data for Construction, 2002.