Structural Engineering and Mechanics

  • 제35권4호
  • /
  • Pages.459-478
  • /
  • 2010
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Modelling of seismically induced storey-drift in buildings

  • Lam, Nelson (Department of Civil & Environmental Engineering, University of Melbourne) ;
  • Wilson, John (Faculty of Engineering and Industrial Science, Swinburne University of Technology) ;
  • Lumantarna, Elisa (Department of Civil & Environmental Engineering, University of Melbourne)
  • 투고 : 2009.02.07
  • 심사 : 2010.02.11
  • 발행 : 2010.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper contains detailed descriptions of a dynamic time-history modal analysis to calculate deflection, inter-storey drift and storey shear demand in single-storey and multi-storey buildings using an EXCEL spreadsheet. The developed spreadsheets can be used to obtain estimates of the dynamic response parameters with minimum input information, and is therefore ideal for supporting the conceptual design of tall building structures, or any other structures, in the early stages of the design process. No commercial packages, when customised, could compete with spreadsheets in terms of simplicity, portability, versatility and transparency. An innovative method for developing the stiffness matrix for the lateral load resistant elements in medium-rise and high-rise buildings is also introduced. The method involves minimal use of memory space and computational time, and yet allows for variations in the sectional properties of the lateral load resisting elements up the height of the building and the coupling of moment frames with structural walls by diaphragm action. Numerical examples are used throughout the paper to illustrate the development and use of the spreadsheet programs.

키워드

참고문헌

  1. AS1170.4 (2007), Structural Design Actions. Part 4: Earthquake Actions in Australia, Standards Australia, Sydney, NSW.
  2. Al Abadi, H., Lam, N.T.K., Gad, E. and Chandler, A.M. (2004), "Earthquake floor spectra for unrestrained building components", Int. J. Struct. Stab. Dy., 4(3), 361-377. https://doi.org/10.1142/S0219455404001276
  3. Al Abadi, H., Lam, N.T.K. and Gad, E. (2006), "A simple displacement based model for predicting seismically induced overturning", J. Earthq. Eng., 10(6), 775-814.
  4. Chandler, A.M., Lam, N.T.K. and Sheikh, N. (2002), "Response spectrum predictions for potential near-field and far-field earthquakes affecting Hong Kong: soil sites", Soil Dyn. Earthq. Eng., 22, 419-440. https://doi.org/10.1016/S0267-7261(02)00041-6
  5. Chopra, A.K. (2000), Dynamics of Structures – Theories and Applications to Earthquake Engineering (2nd edition), Prentice Hall, Englewood Cliffs, NJ.
  6. Cotsovos, D.M. and Pavolovic, M.N. (2006), "Simplified FE model for RC structures under earthquakes", Proceed. Instit. Civil Eng., Struct. Build., 159(2), 87-102. https://doi.org/10.1680/stbu.2006.159.2.87
  7. Elghazouli, A.Y. (2003), "Seismic design procedures for concentrically braced frames", Proceed. Instit. Civil Eng., Struct. Build., 156(4), 381-394. https://doi.org/10.1680/stbu.2003.156.4.381
  8. Gülkan, P. and Akkar, S. (2002), "A simple replacement for the drift spectrum", Eng. Struct., 24(11), 1477-1484. https://doi.org/10.1016/S0141-0296(02)00095-0
  9. Iwan, W.D. (1997), "Drift spectrum: Measure of demand for earthquake ground motions", J. Struct. Eng-ASCE, 123(4), 397-404. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:4(397)
  10. Ju, Y.K. (2006), "Simplified dynamic inelastic analysis of tall buildings", Proceed. Instit. Civil Eng., Struct. Build., 159(3), 165-178. https://doi.org/10.1680/stbu.2006.159.3.165
  11. Kelly, T. (2004), "Non-linear analysis of reinforced concrete shear wall structures", Bull. N.Z. Nat. Soc. Earthq. Eng., 37(4), 156-180.
  12. Krawinkler, H. (1996), "Earthquake design and performance of steel structures", Bull. N.Z. Nat. Soc. Earthq. Eng., 29(4), 229-241.
  13. Lam, N.T.K., Gaull, B.A. and Wilson, J.L. (2007), "Calculation for earthquake loading on building structures in Australia", Electron. J. Struct. Eng., Special Issue: Loading on Structures, 22-40.
  14. Lam, N.T.K., Griffith, M.C., Wilson, J.L. and Doherty, K. (2003), "Time history analysis of URM walls in outof-plane flexure", J. Eng. Struct., 25(6), 743-754. https://doi.org/10.1016/S0141-0296(02)00218-3
  15. Lam, N.T.K., Wilson, J.L. and Hutchinson, G.L. (2000), "Generation of synthetic earthquake accelerograms using seismological modelling : A review", J. Earthq. Eng., 4(3), 321-354.
  16. Lam, N.T.K., Wilson, J.L. and Hutchinson, G.L. (1995), "The seismic resistance of unreinforced masonry cantilever walls in low seismicity areas", Bull. N.Z. Nat. Soc. Earthq. Eng., 28(3), 179-195.
  17. Lam, N.T.K., Wilson, J.L. and Chandler, A.M. (2001), "Seismic displacement response spectrum estimated from the frame analogy soil amplification model", J. Eng. Struct., 23, 1437-1452. https://doi.org/10.1016/S0141-0296(01)00049-9
  18. Miranda, E. (1999), "Approximate seismic lateral deformation demands in multistory buildings", J. Struct. Eng-ASCE, 125(4), 417-425. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(417)
  19. Miranda, E. and Reyes, C.J. (2002), "Approximate lateral drift demands in multi-story buildings with nonuniform stiffness", J. Struct. Eng-ASCE, 128(7), 840-849. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(840)
  20. Miranda, E. and Akkar, S.D. (2006), "Generalized interstory drift spectrum", J. Struct. Eng-ASCE, 132(6), 840-852. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:6(840)
  21. Miranda, E. and Ruiz-Garcia, J. (2002), "Evaluation of approximate method to estimate maximum inelastic displacement demands", J. Earthq. Eng. Struct. D., 31, 539-560. https://doi.org/10.1002/eqe.143
  22. Numayr, K.S., Al-Jallamdeh, S.A. and Al-Akhras, N.M. (2003), "Dynamic stiffness of reinforced concrete beams", Proceed. Instit. Civil Eng., Struct. Build., 156(4), 373-380. https://doi.org/10.1680/stbu.2003.156.4.373
  23. Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc.
  24. Priestley, M.J.N. (1996), "Displacement-based seismic assessment of existing reinforced concrete buildings", Bull. N.Z. Nat. Soc. Earthq. Eng., 29(4), 256-272.
  25. Priestley, M.J.N. (1998), "Brief comments on elastic flexibility of reinforced concrete frames and significance to seismic design", Bull. N.Z. Nat. Soc. Earthq. Eng., 31(4), 246-259.
  26. Priestley, M.J.N. and Kowalsky, N.J. (1998), "Aspects of drift and ductility capacity of rectangular cantilever structural walls", Bull. N.Z. Nat. Soc. Earthq. Eng., 31(2), 73-85.
  27. Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-Based Seismic Design of Structures, IUSS PRESS, Pavia, Italy.
  28. Qian, J. and Chen, Q. (2005), "A macro model of shear walls for push-over analysis", Proceed. Instit. Civil Eng., Struct. Build., 158(2), 119-132. https://doi.org/10.1680/stbu.2005.158.2.119
  29. Yun, H.D., Choi, C.S. and Lee, L.H. (2004), "Behaviour of high-strength concrete flexural walls", Proceed. Instit. Civil Eng., Struct. Build., 157(2), 137-148. https://doi.org/10.1680/stbu.2004.157.2.137

피인용 문헌

  1. Drift Demand Predictions in Low to Moderate Seismicity Regions vol.11, pp.3, 2010, https://doi.org/10.1080/13287982.2010.11465066
  2. A New Approach to the Teaching of Structural Mechanics vol.14, pp.None, 2010, https://doi.org/10.1016/j.proeng.2011.07.089
  3. A simple mathematical model for static analysis of tall buildings with two outrigger-belt truss systems vol.40, pp.1, 2010, https://doi.org/10.12989/sem.2011.40.1.065
  4. Approximate methods to evaluate storey stiffness and interstory drift of RC buildings in seismic area vol.46, pp.2, 2010, https://doi.org/10.12989/sem.2013.46.2.245
  5. A Computational Tool for Ground-Motion Simulations Incorporating Regional Crustal Conditions vol.92, pp.a2, 2021, https://doi.org/10.1785/0220200222