Earthquakes and Structures

  • 제11권6호
  • /
  • Pages.1061-1076
  • /
  • 2016
  • /
  • 2092-7614(pISSN)
  • /
  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behaviour of Multi-Storey Prefabricated Modular Buildings under seismic loads

  • Gunawardena, Tharaka (Department of Infrastructure Engineering, The University of Melbourne) ;
  • Ngo, Tuan (Department of Infrastructure Engineering, The University of Melbourne) ;
  • Mendis, Priyan (Department of Infrastructure Engineering, The University of Melbourne)
  • 투고 : 2016.02.09
  • 심사 : 2016.07.17
  • 발행 : 2016.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Prefabricated Modular Buildings are increasingly becoming popular in the construction industry as a method to achieve financially economical buildings in a very short construction time. This increasing demand for modular construction has expanded into multi-storey applications where the effect of lateral loads such as seismic loads becomes critical. However, there is a lack of detailed scientific research that has explored the behaviour of modular buildings and their connection systems against seismic loads. This paper will therefore present the nonlinear time history analysis of a multi-storey modular building against several ground motion records. The critical elements that need special attention in designing a modular building in similar seismic conditions is discussed with a deeper explanation of the behaviour of the overall system.

키워드

참고문헌

  1. Annan, C.D., Youssef, M.A. and El Naggar, M.H. (2009), "Seismic vulnerability assessment of modular steel buildings", J. Earthq. Eng., 13(8), 1065-1088. https://doi.org/10.1080/13632460902933881
  2. AS 1170.4 (2007), Structural Design Actions, Part 4: Earthquake Actions in Australia, Standards Australia, New South Wales.
  3. Aye, L., Ngo, T., Crawford, R.H., Gammampila, R. and Herath, N. (2012), "Life cycle greenhouse gas emissions and energy analysis of prefabricated reusable building modules", Energy Build., 47, 159-168. https://doi.org/10.1016/j.enbuild.2011.11.049
  4. Bouzid, H. and Kassoul, A. (2016), "Curvature ductility of high strength concrete beams according to Eurocode 2", Struct. Eng. Mech., 58(1), 1-19. https://doi.org/10.12989/sem.2016.58.1.001
  5. Carr, Athol J. (2010), "RUAUMOKO Manual: User Manual for the 3 Dimensional Version Ruaumoko 3D", Unversity of Cantebury, Christchurch, NZ.
  6. Chopra, A.K. and Goel, R.K. (1999), "Capacity demand diagram methods based on inelastic design spectrum", Earthq. Spectra, 15(4), 637-656. https://doi.org/10.1193/1.1586065
  7. EC 8: 2004: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings.
  8. Federal Emergency Federal Agency, FEMA-356 (2000), Pre-standard and Commentary for Seismic Rehabilitation of Buildings, Washington DC
  9. Freeman, S.A. (1998a), "The capacity spectrum method as a tool for seismic design", 11th European Conference on Earthquake Engineering, Paris, France.
  10. Freeman, S.A. (1998b), "Development and use of capacity spectrum method", The 6th U.S. National Conference on Earthquake Engineering EERI, Seattle, Washington.
  11. Gunawardena, T., Mendis, P. and Ngo, T. (2016), "Innovative flexible structural system using prefabricated modules", J. Architec. Eng., 22(2), 05016003. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000214
  12. Jaillon, L., Poon, C.S. and Chiang, Y.H. (2009), "Quantifying the waste reduction potential of using prefabrication in building construction in Hong Kong", Waste Manage., 29(1), 309-320. https://doi.org/10.1016/j.wasman.2008.02.015
  13. Lawson, R.M., Ogden, R.G. and Bergin, R. (2012), "Application of modular construction in high-rise buildings", J. Architec. Eng., 18(2), 148-154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000057
  14. Osmani, M., Glass, J. and Price, A. (2006), "Architect and contractor attitudes to waste minimisation", Waste Resource Manage., 2(1), 65-72.
  15. Romo, L., Benavent-Climent, A., Morillas, L., Escolano, D. and Gallego, A. (2015), "Health monitoring of a new hysteretic damper subjected to earthquakes on a shaking table", Earthq. Struct., 8(3), 485-509. https://doi.org/10.12989/eas.2015.8.3.485
  16. Sharpe, R.D. (1974), "The seismic response of inelastic structures", Ph.D. Thesis, Department of Civil Engineering, University of Canterbury.
  17. Wileman, J., Choudhury, M. and Green, I. (1991), "Computation of member stiffness in bolted connections", J. Mech. Des., 113(4), 432-437. https://doi.org/10.1115/1.2912801
  18. United States Geological Survey, http://earthquake.usgs.gov/monitoring/buildings/, February, 2016.

피인용 문헌

  1. Structural response of modular buildings – An overview vol.16, 2018, https://doi.org/10.1016/j.jobe.2017.12.008
  2. Performance Review of Prefabricated Building Systems and Future Research in Australia vol.9, pp.2, 2019, https://doi.org/10.3390/buildings9020038
  3. Stability study on tenon-connected SHS and CFST columns in modular construction vol.30, pp.2, 2016, https://doi.org/10.12989/scs.2019.30.2.185
  4. Experimental study of a pretensioned connection for modular buildings vol.31, pp.3, 2016, https://doi.org/10.12989/scs.2019.31.3.217
  5. Engineering modular integrated construction for high-rise building: a case study in Hong Kong vol.172, pp.6, 2016, https://doi.org/10.1680/jcien.18.00052
  6. Constraints Hindering the Development of High-Rise Modular Buildings vol.10, pp.20, 2016, https://doi.org/10.3390/app10207159
  7. Analytical Study on Stiffener Details for Inter-Module Connections with C-Shaped Section Members vol.32, pp.5, 2016, https://doi.org/10.7781/kjoss.2020.32.5.277
  8. A review on modular construction for high-rise buildings vol.28, pp.None, 2016, https://doi.org/10.1016/j.istruc.2020.09.070
  9. A review on modular construction for high-rise buildings vol.28, pp.None, 2016, https://doi.org/10.1016/j.istruc.2020.09.070
  10. Connection design in modular steel construction: A review vol.33, pp.None, 2016, https://doi.org/10.1016/j.istruc.2021.06.060
  11. Finite Element Modeling of Bolted Inter-Module Connections in Modular Steel Buildings vol.33, pp.6, 2016, https://doi.org/10.7781/kjoss.2021.33.6.347
  12. Optimality criteria-based minimum-weight design method for modular building systems subjected to generalised stiffness constraints: A comparative study vol.251, pp.no.pa, 2016, https://doi.org/10.1016/j.engstruct.2021.113472
  13. Seismic performance of modular steel buildings (MSBs) equipped with resilient slip friction joints (RSFJs) vol.47, pp.None, 2022, https://doi.org/10.1016/j.jobe.2021.103881