참고문헌
- ACI-Committee 318 (1971), ACI 318-71: Building Code Requirements for Reinforced Concrete, American Concrete Inst., Farmington Hills, MI.
- Arani, K.K., Marefat, M.S., Amrollahi-Biucky, A. and Khanmohammadi, M. (2013), "Experimental seismic evaluation of old concrete columns reinforced by plain bars", Struct. Des. Tall Spec. Build., 22(3), 267-290. https://doi.org/10.1002/tal.686
- Aslani, H. and Miranda, E. (2005), "Probabilistic earthquake loss estimation and loss disaggregation in buildings", Report No. 157. Stanford, CA: John A. Blume Earthquake Engineering Center, Stanford University.
- ATC (2012), Applied Technology Council, FEMA P-58 Next-generation Seismic Performance Assessment for Buildings, Vol. 1-Methodology, Federal Emergency Management Agency, Washington, DC.
- ATC (2012), Applied Technology Council, FEMA P-58 Next-generation Seismic Performance Assessment for Buildings, Vol. 2-Implementation Guide, Federal Emergency Management Agency, Washington, DC.
- Bassi, A. (2014), Costi per tipologie edilizie. La valutazione economica dei progetti in fase preliminare, Ed. Maggioli, Santarcangelo di Romagna (RN), Italy. (in Italian)
- Bedirhanoglu, I., Ilki, A., Pujol, S. and Kumbasar, N. (2010), "Behavior of deficient joints with plain bars and low-strength concrete", ACI Struct. J., 107(3), 300-310.
- Beschi, C., Riva, P. and Meda, A. (2012), "Corner beam-column joints retrofitting with HPFRC jacketing", 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, Cape Town, South Africa.
- Bozorgnia, Y. and Bertero, V.V. (2004), Earthquake Engineering: From Engineering Seismology to Performance-Based Earthquake Engineering, CRC Press.
- Bracci, J.M., Reinhorn, A.M. and Mander, J.B. (1995), "Seismic resistance of reinforced concrete frame structures designed for gravity loads: performance of structural system", ACI Struct. J., 92(5), 597-609.
- Braga, F., Gigliotti, R. and Laterza, M. (2009), "Existing RC structures with smooth bars: Experimental behavior of beam-column joints subject to cyclic lateral loads", Open Construct. Build. Technol. J., 3(1), 52-67. https://doi.org/10.2174/1874836800903010052
- BUR (2013), Price List of Public Works in Basilicata Region, Official Journal of Regione Basilicata, Potenza. (in Italian)
- Calvi, G.M., Magenes, G. and Pampanin, S. (2002), "Relevance of beam-column joint damage and collapse in Rc frame assessment", J. Earthq. Eng., 6(S1), 75-100.
- Cardone, D. and Perrone, G. (2015), "Developing fragility curves and loss functions for masonry infill walls", Earthq. Struct., 9(1), 257-279. https://doi.org/10.12989/eas.2015.9.1.257
- Cardone, D. and Perrone, G. (2016), "Damage and loss assessment of Pre-70 RC frame buildings with FEMA P-58", J. Earthq. Eng., doi: 10.1080/13632469.2016.1149893.
- Chen, T.H. (2006), "Retrofit strategy of non-seismically designed frame systems", Master thesis, University of Canterbury, Christchurch, New Zealand.
- CIAM (2014), Prezzi tipologie edilizie, Ed., DEI, Collegio degli Ingegneri e degli Architetti di Milano, Roma, Italy. (in Italian)
- Di Ludovico, M., Verderame, G., Prota, A., Manfredi, G. and Cosenza, E. (2013), "Experimental behavior of non-conforming RC columns with plain bars under constant axial load and biaxial bending", J. Struct. Eng., 139(6), 897-914. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000703
- Di Ludovico, M., Verderame, G.M., Prota, A., Manfredi, G. and Cosenza, E. (2014), "Cyclic behavior of non conforming full-scale RC columns", J. Struct. Eng., 140(5), 897-914.
- El-Attar, A.G., White, R.N. and Gergely, P. (1997), "Behaviour of gravity load designed reinforced concrete buildings subjected to earthquakes", ACI Struct. J., 94(2), 133-145.
- Fernandes, C., Melo, J., Varum, H. and Costa, A. (2013), "Cyclic behaviour of substandard reinforced concrete beam-column joints with plain bars", ACI Struct. J., 110(1), 137-147.
- GU-Gazzetta Ufficiale (1974), Provvedimenti per le costruzioni con particolari prescrizioni per le zone sismiche, Legge 2 febbraio 1974, n. 64, published on GU n. 076 on 21/03/1974. (in Italian)
- Hakuto, S., Park, R. and Tanaka, H. (2000), "Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details", ACI Struct. J., 97(1), 11-25.
- Henkhausus, E. (2010), "Axial failure of vulnerable reinforced concrete columns damaged by shear reversals", Ph.D. thesis, Purdue University, West Lafayette Indiana.
- Hertanto, E. (2005), "Seismic assessment of pre-1970s reinforced concrete structures", Ph.D. thesis, New Zealand: University of Canterbury.
- ICBO-International Conference of Building Officials (1967), Uniform Building Code, Vol. 1, Whittier, CA.
- Lilliefors, H. (1967), "On the Kolmogorov-Smirnov test for normality with mean and variance unknown", J. Am. Statistic. Assoc., 62(318), 399-402. https://doi.org/10.1080/01621459.1967.10482916
- Liu, A. and Park, R. (2001), "Seismic behaviour and retrofit of pre-1970's as-built exterior beam-column joints reinforced by plain round bars", Bull. NZ. Soc. Earthq. Eng., 34(1), 68-81.
- Lynn, A. (2001), "Seismic evaluation of existing reinforced concrete building columns", Ph.D. thesis, University of California, Berkeley, California.
- Marefaf, M.S., Karbasi, K., Arani, S., Hassanzadeh, M.S. and Amrollahi, A. (2008), "Seismic behavior and retrofit of concrete columns of old R.C. buildings reinforced with plain bars", Seismic Engineering Conference commemorating the 1908 Messina and Reggio Calabria Earthquake.
- Matchulat, L. (2009), "Mitigation of collapse risk in vulnerable concrete buildings", MSc. thesis, University of Kansas, Lawrence.
- Pagni, C.A. and Lowes, L.N. (2006), "Fragility functions for older reinforced concrete beam-column joints", Earthq. Spectra, 22(1), 215-238. https://doi.org/10.1193/1.2163365
- Pampanin, S., Calvi, G.M. and Moratti, M. (2002), "Seismic behavior of R.C. beam-column joints designed for gravity loads", Proceeding of 12th European Conference on Earthquake Engineering, London, UK.
- Pan, A.D. and Moehle, J.P. (1988), "Reinforced concrete flat plates under lateral loading: an experimental study including biaxial effects", Report UCB/EERC-88/16, University of California, Berkeley, CA.
- Ross, S.M. (2003), "Peirce's criterion for the elimination of suspect experimental data", J. Eng. Technol., 20(2), 38-41.
- Verderame, G.M., Fabbrocino, G. and Manfredi, G. (2008a), "Seismic response of RC columns with smooth reinforcement, part I: monotonic tests", Eng. Struct., 30(9), 2277-2288. https://doi.org/10.1016/j.engstruct.2008.01.025
- Verderame, G.M., Fabbrocino, G. and Manfredi, G. (2008b), "Seismic response of RC columns with smooth reinforcement, part II: Cyclic tests", Eng. Struct., 30(9), 2289-2300. https://doi.org/10.1016/j.engstruct.2008.01.024
- Woods, C. and Matamoros, A.B. (2010), "Effect of longitudinal reinforcement ratio on the failure mechanism of R/C columns most vulnerable to collapse", Ninth US National Conference and Tenth Canadian Conference on Earthquake Engineering, Toronto, Canada.
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