References
- American Concrete Institute (1999), ACI 318: Building code requirements for reinforced concrete, Farmington Hills, Michigan, American Concrete Institute.
- Bljuger, F. (1988), Design of precast concrete structures, West Sussex, England, Ellis Horwood.
- British Standards Institution (1997), BS 8110: Structural use of concrete. Part 1-Code of practice for design and construction, London, British Standards Institution.
- CEN 1992 (2002), Eurocode 2: Design of concrete structures ? Part 1: General rules and rules for building, London, UK, British Standards Institution.
- CEN 1998 (2003), Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, London, UK, British Standards Institution.
- Chakrabarti, S.C., Nayak, G.C. and Paul, D.K. (1988), "Shear characteristics of cast-in-place vertical joints in story high precast wall assembly", ACI Struct. J., 85(1), 30-45.
- Chopra, A.K. (2007), Dynamics of structures-theory and applications to earthquake engineering, New Jersey, US, Pearson Prentice Hall.
- Christiansen, J.V. (1973), "Analysis of lateral load resisting elements", PCI J., November-December, 54-71.
- Desayi, P. and Krishnan, S. (1964), "Equation for the stress-strain curve of concrete", J. Am. Concrete Inst., 61, 345-350.
- Divan, M. and Madhkhan, M. (2011), "Determination of behaviour coefficient of prefabricated concrete frame with prefabricated shear walls", Procedia Eng., 14, 3229-3236. https://doi.org/10.1016/j.proeng.2011.07.408
- Elliot, K.S. (2002), Precast concrete structures, Woburn, MA, Butterworth-Heinemann.
- Englekirk, R.E. (2003), Seismic design of reinforced and precast concrete buildings, Canada, John Wiley and Sons.
- Federal Emergency Management Agency (FEMA) (2000), FEMA-356: Pre-standard and commentary for the seismic rehabilitation of buildings.
- Frosch, R.J., Li, W., Jirsa, J.O. and Kreger, M.E. (1996), "Retrofit of non-ductile moment-resisting frame using precast infill wall panels", Earthq. Spectra, 12(4), 741-760. https://doi.org/10.1193/1.1585908
- Gere, J.M. and Timoshenko, S.P. (1997), Mechanics of materials, Boston, Massachusetts, PWS Publishing.
- Hamid, N.H.A. (2009), Seismic performance and design criteria of precast wall panels, Malaysia, University Publication Centre UiTM.
- Hamid, N.H.A. and Mohamed, N.M. (2011), "Seismic behaviour of non-seismic precast wall panel of double-storey house under quasi-static lateral cyclic loading", Technical Report. (Unpublished)
- Haron, N.A., Hassim, I.S., Kadir, M.R.A. and Jaafar, M.S. (2005), "Building cost comparison between conventional and formwork system: a case study of four-storey school buildings in Malaysia", Am. J. Appl. Sci., 2, 819-823. https://doi.org/10.3844/ajassp.2005.819.823
- Hartland, R.A. (1975), Design of precast concrete, London, Surrey University Press.
- Hashemi, S.S., Tasnimi, A.A. and Soltani, M. (2009), "Nonlinear cyclic analysis of reinforced concrete frames, utilizing new joint element", Sci. Iranica Transaction A: Civil Eng., 16(6),490-501.
- Hassim, S., Jaafar, M.S. and Sazalli, S.A.A.H. (2009), "The contractor perception towards industrialized building system risk in construction projects in Malaysia", Am. J. Appl. Sci., 6, 937-942.
- International Code Council (2009), 2009 International building code, Illinois, USA, International Code Council.
- Kalkan, E. and Kunnath, S.K. (2006), "Adaptive modal combination procedure for nonlinear static analysis of building structures", J.Struct. Eng., 132(11), 1721-1731. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:11(1721)
- Lopes, M.S. and Bento, R. (2001), "Seismic behaviour of dual systems with column hinging", Earthq. Spectra, 17(4), 657-678. https://doi.org/10.1193/1.1423655
- Lu, X., Urukap, T.H., Li, S. and Lin, F. (2012), "Seismic behavior of interior RC beam-column joints with additional bars under cyclic loading", Earthq. Struct., 3(1), 37-57. https://doi.org/10.12989/eas.2012.3.1.037
- Mosley, B., Bungey, J. and Hulse, R. (2007), Reinforced concrete design to Eurocode 2, New York, US, Palgrave Macmillan.
- Pecker, A. (2007), Advanced earthquake engineering analysis, New York, US, Springer Wien New York.
- Raths, C.H. (1977), Design of load bearing wall panels-design considerations for a precast prestressed apartment building, Illinois, US, Prestressed Concrete Institute.
- Rodriguez, M.E. and Blandon, J.J. (2005), "Test on a half-scale two story seismic-resisting precast concrete building", PCI J., January-February, 94-114.
- Soudki, K.A., West, J.S., Rizkalla, S.H. and Blackett, B. (1996), "Horizontal connections for precast concrete shear wall panels under cyclic shear loading", PCI J., 41(3), 64-80.
- Tiong, P.L.Y., Adnan, A. and Ahmad, F. (2011), "Improved discrete precast concrete wall panels and modular moulds for wet joints in Malaysia", Concrete Plant Int., 6, 150-152.
- Vafaei, M., Adnan, A. and Yadollahi, M. (2011), "Seismic damage detection using pushover analysis", Adv. Mater. Res., 255-260, 2496-2499. https://doi.org/10.4028/www.scientific.net/AMR.255-260.2496
Cited by
- Case study of load-bearing precast wall system subject to low seismic intensity by linear and nonlinear analyses vol.6, 2016, https://doi.org/10.1016/j.csse.2016.05.001
- Seismic base isolation of precast wall system using high damping rubber bearing vol.7, pp.6, 2014, https://doi.org/10.12989/eas.2014.7.6.1141
- Different macroscopic models for slender and squat reinforced concrete walls subjected to cyclic loads vol.7, pp.5, 2014, https://doi.org/10.12989/eas.2014.7.5.877
- Cyclic Behaviour of Beam-Column Joints with Corbels Under In-Plane Lateral Loads vol.849, pp.None, 2020, https://doi.org/10.1088/1757-899x/849/1/012089