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Volumn 33, Issue 5, 2011, Pages 1514-1535

Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L'Aquila (Italy) earthquake

Author keywords

Beam columns; Inelastic response; L'Aquila earthquake; RC members; Seismic analysis; Seismic response; Vertical component

Indexed keywords

BEAM-COLUMNS; INELASTIC RESPONSE; L'AQUILA EARTHQUAKE; RC MEMBER; SEISMIC ANALYSIS; VERTICAL COMPONENT;

EID: 79953774076     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.01.023     Document Type: Article
Times cited : (81)

References (42)
  • 1
    • 8644272610 scopus 로고    scopus 로고
    • The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/H and vertical design spectra
    • Bozorgnia Y., Campbell K.W. The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/H and vertical design spectra. J Earthquake Eng 2004, 8(2):175-207.
    • (2004) J Earthquake Eng , vol.8 , Issue.2 , pp. 175-207
    • Bozorgnia, Y.1    Campbell, K.W.2
  • 2
    • 8644257729 scopus 로고    scopus 로고
    • Vertical earthquake ground motion records: an overview
    • Elgamal A., He L. Vertical earthquake ground motion records: an overview. J Earthquake Eng 2004, 8(5):663-697.
    • (2004) J Earthquake Eng , vol.8 , Issue.5 , pp. 663-697
    • Elgamal, A.1    He, L.2
  • 3
    • 79953800836 scopus 로고
    • Strong motion and correlative response analysis.
    • The Northridge (California) earthquake of 17 January 1994: observations. London: Engineering Seismology and Earthquake Engineering, Imperial College
    • Broderick BM, Elnashai AS, Ambraseys NN, Barr JM, Goodfellow RG, Higazy EM. The Northridge (California) earthquake of 17 January 1994: observations. Strong motion and correlative response analysis. Research report no. ESEE 94/4. London: Engineering Seismology and Earthquake Engineering, Imperial College; 1994.
    • (1994) Research report no. ESEE 94/4.
    • Broderick, B.M.1    Elnashai, A.S.2    Ambraseys, N.N.3    Barr, J.M.4    Goodfellow, R.G.5    Higazy, E.M.6
  • 4
    • 79953794956 scopus 로고
    • The Northridge, California earthquake of January 17, 1994: general reconnaissance report. Report no. NCEER-94-0005. Buffalo: National Centre for Earthquake Engineering Research;
    • Goltz JD. The Northridge, California earthquake of January 17, 1994: general reconnaissance report. Report no. NCEER-94-0005. Buffalo: National Centre for Earthquake Engineering Research; 1994.
    • (1994)
    • Goltz, J.D.1
  • 5
    • 0008539373 scopus 로고
    • Selected engineering seismology and structural engineering studies of the Hyogo-ken Nanbu (Kobe, Japan) earthquake of 17 January 1995.
    • London: Engineering Seismology and Earthquake Engineering, Imperial College;
    • Elnashai AS, Bommer JJ, Baron I, Salama AI, Lee D. Selected engineering seismology and structural engineering studies of the Hyogo-ken Nanbu (Kobe, Japan) earthquake of 17 January 1995. Report no. ESEE/95-2. London: Engineering Seismology and Earthquake Engineering, Imperial College; 1995.
    • (1995) Report no. ESEE/95-2.
    • Elnashai, A.S.1    Bommer, J.J.2    Baron, I.3    Salama, A.I.4    Lee, D.5
  • 6
    • 0003582093 scopus 로고
    • A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake.
    • Gaithersburg (MD, USA): National Institute for Science and Technology;
    • Youssef NFG, Bonowitz D, Gross JL. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. Report no. NISTR 56254. Gaithersburg (MD, USA): National Institute for Science and Technology; 1995.
    • (1995) Report no. NISTR 56254
    • Youssef, N.F.G.1    Bonowitz, D.2    Gross, J.L.3
  • 7
    • 0032055081 scopus 로고    scopus 로고
    • Performances and damages to steel structures during 1995 Hyogoken-Nanbu earthquake
    • Watanabe E., Sugiura K., Nagata K., Kitane Y. Performances and damages to steel structures during 1995 Hyogoken-Nanbu earthquake. Eng Struct 1998, 20(4-6):282-290.
    • (1998) Eng Struct , vol.20 , Issue.4-6 , pp. 282-290
    • Watanabe, E.1    Sugiura, K.2    Nagata, K.3    Kitane, Y.4
  • 8
    • 0033632828 scopus 로고    scopus 로고
    • The performance of tall buildings during the 21 September 1999 Chi-Chi earthquake Taiwan
    • Naeim F., Lew M., Huang C.H., Lam H.K., Carpenter L.D. The performance of tall buildings during the 21 September 1999 Chi-Chi earthquake Taiwan. Struct Des Tall Build 2000, 9(2):137-160.
    • (2000) Struct Des Tall Build , vol.9 , Issue.2 , pp. 137-160
    • Naeim, F.1    Lew, M.2    Huang, C.H.3    Lam, H.K.4    Carpenter, L.D.5
  • 9
    • 77952898842 scopus 로고    scopus 로고
    • Federal Emergency Management Agency. State of art report on past performance of steel moment frame buildings in earthquakes.
    • Report no. FEMA 355E. Washington (DC, USA);
    • Federal Emergency Management Agency. State of art report on past performance of steel moment frame buildings in earthquakes. Report no. FEMA 355E. Washington (DC, USA); 2000.
    • (2000)
  • 10
    • 79953804979 scopus 로고    scopus 로고
    • Non-linear response of RC framed buildings subjected to horizontal and vertical seismic motion.
    • Alaghebandian R, Shiohara H, Otani S. Non-linear response of RC framed buildings subjected to horizontal and vertical seismic motion. In: Annual meeting of AIJ. 1998. p. 11-12.
    • (1998) In: Annual meeting of AIJ. , pp. 11-12
    • Alaghebandian, R.1    Shiohara, H.2    Otani, S.3
  • 12
    • 84870945219 scopus 로고    scopus 로고
    • Development of guidelines for incorporation of vertical ground motion effects in seismic design of highway bridges.
    • Technical report CA/UCD-SESM-08-01. University of California at Davis.
    • Kunnath S, Abrahamson N, Chai YH, Erduran E, Yilmaz Z. Development of guidelines for incorporation of vertical ground motion effects in seismic design of highway bridges. Technical report CA/UCD-SESM-08-01. University of California at Davis. 2008.
    • (2008)
    • Kunnath, S.1    Abrahamson, N.2    Chai, Y.H.3    Erduran, E.4    Yilmaz, Z.5
  • 13
    • 79953248462 scopus 로고    scopus 로고
    • Seismic assessment of RC structures considering vertical ground motion.
    • MAE center report no. 08-03. USA: University of Illinois at Urbana-Champaign;
    • Kim SJ, Elnashai AS. Seismic assessment of RC structures considering vertical ground motion. MAE center report no. 08-03. USA: University of Illinois at Urbana-Champaign; 2008.
    • (2008)
    • Kim, S.J.1    Elnashai, A.S.2
  • 14
    • 78649268306 scopus 로고    scopus 로고
    • Preliminary study of L'Aquila earthquake ground motion records
    • v.5.20.. Available at
    • Chioccarelli E, De Luca F, Iervolino I. Preliminary study of L'Aquila earthquake ground motion records, v.5.20. 2009. Available at: http://www.reluis.it.
    • (2009)
    • Chioccarelli, E.1    De Luca, F.2    Iervolino, I.3
  • 15
    • 2942611998 scopus 로고    scopus 로고
    • Design of structures for earthquake resistance. Part 1: general rules. Specific rules, seismic actions and rules for buildings.
    • CEN. Comité Européen de Normalisation. Eurocode 8. Brussels (Belgium): CEN;
    • CEN. Comité Européen de Normalisation. Eurocode 8. Design of structures for earthquake resistance. Part 1: general rules. Specific rules, seismic actions and rules for buildings. Brussels (Belgium): CEN; 2006.
    • (2006)
  • 16
    • 78650897691 scopus 로고    scopus 로고
    • Ministero delle Infrastrutture
    • Decreto ministeriale (DM) 14/01/2008. Rome: Technical Standards for the Constructions; [in Italian].
    • Ministero delle Infrastrutture. Decreto ministeriale (DM) 14/01/2008. Rome: Technical Standards for the Constructions; 2008 [in Italian].
    • (2008)
  • 17
    • 79953782097 scopus 로고    scopus 로고
    • Caratteristiche geologiche e classificazione di sito delle stazioni accelerometriche della RAN ubicate a L'Aquila.
    • Progetto S4: BANCA DATI ACCELEROMETRICA.. Available at: [in Italian].
    • Pacor F, Paolucci R. Caratteristiche geologiche e classificazione di sito delle stazioni accelerometriche della RAN ubicate a L'Aquila. Progetto S4: BANCA DATI ACCELEROMETRICA. 2009. Available at: [in Italian]. http://esse4.mi.ingv.it.
    • (2009)
    • Pacor, F.1    Paolucci, R.2
  • 19
    • 21744459354 scopus 로고    scopus 로고
    • Procedure and spectra for analysis of RC structures subjected to strong vertical earthquake loads
    • Elnashai A.S., Papazoglou A.J. Procedure and spectra for analysis of RC structures subjected to strong vertical earthquake loads. J Earthquake Eng 1997, 1(1):121-155.
    • (1997) J Earthquake Eng , vol.1 , Issue.1 , pp. 121-155
    • Elnashai, A.S.1    Papazoglou, A.J.2
  • 20
    • 79953773600 scopus 로고    scopus 로고
    • Seismic hazard evaluation. In: Proceedings of the 12th world conference on earthquake engineering.
    • Paper no. 2833. New Zealand Society for Earthquake Engineering.
    • Somerville P. Seismic hazard evaluation. In: Proceedings of the 12th world conference on earthquake engineering. Paper no. 2833. New Zealand Society for Earthquake Engineering. 2000. p. 325-46.
    • (2000) , pp. 325-346
    • Somerville, P.1
  • 21
    • 77954569125 scopus 로고    scopus 로고
    • Near source seismic demand and pulse-like records: a discussion for L'Aquila earthquake
    • Chioccarelli E., Iervolino I. Near source seismic demand and pulse-like records: a discussion for L'Aquila earthquake. Earthquake Eng Struct Dyn 2010, 39(9):1039-1062.
    • (2010) Earthquake Eng Struct Dyn , vol.39 , Issue.9 , pp. 1039-1062
    • Chioccarelli, E.1    Iervolino, I.2
  • 22
    • 0030470523 scopus 로고    scopus 로고
    • Estimation of response spectra and simulation of nonstationary earthquake ground motions
    • Sabetta F., Pugliese A. Estimation of response spectra and simulation of nonstationary earthquake ground motions. Bull Seismol Soc Amer 1996, 86(2):337-352.
    • (1996) Bull Seismol Soc Amer , vol.86 , Issue.2 , pp. 337-352
    • Sabetta, F.1    Pugliese, A.2
  • 23
    • 79953799846 scopus 로고    scopus 로고
    • CEN. Comité Européen de Normalisation. Eurocode 2. Design of concrete structures. Part 1.1: general rules and rules for buildings. Brussels (Belgium): CEN;
    • CEN. Comité Européen de Normalisation. Eurocode 2. Design of concrete structures. Part 1.1: general rules and rules for buildings. Brussels (Belgium): CEN; 2006.
    • (2006)
  • 24
    • 77952898842 scopus 로고    scopus 로고
    • Federal Emergency Management Agency. Prestandard and commentary for the seismic rehabilitation of buildings.
    • Report no. FEMA 356. Washington (DC, USA);
    • Federal Emergency Management Agency. Prestandard and commentary for the seismic rehabilitation of buildings. Report no. FEMA 356. Washington (DC, USA); 2000.
    • (2000)
  • 25
    • 79953772595 scopus 로고    scopus 로고
    • CEN. Comité Européen de Normalisation. Eurocode 8. Design of structures for earthquake resistance. Part 3: strengthening and repair of buildings. Brussels (Belgium): CEN;
    • CEN. Comité Européen de Normalisation. Eurocode 8. Design of structures for earthquake resistance. Part 3: strengthening and repair of buildings. Brussels (Belgium): CEN; 2005.
    • (2005)
  • 26
    • 22944452452 scopus 로고    scopus 로고
    • Zeus NL-a system for inelastic analysis of structures. Mid-America Earthquake Center.
    • University of Illinois at Urbana-Champaign. [CD-Release 04-01].
    • Elnashai AS, Papanikolaou V, Lee D. Zeus NL-a system for inelastic analysis of structures. Mid-America Earthquake Center. University of Illinois at Urbana-Champaign. 2004 [CD-Release 04-01].
    • (2004)
    • Elnashai, A.S.1    Papanikolaou, V.2    Lee, D.3
  • 27
    • 0026869530 scopus 로고
    • A new passive confinement model for transient analysis of reinforced concrete structures
    • Madas P.J., Elnashai A.S. A new passive confinement model for transient analysis of reinforced concrete structures. Earthquake Eng Struct Dyn 1992, 21(5):409-431.
    • (1992) Earthquake Eng Struct Dyn , vol.21 , Issue.5 , pp. 409-431
    • Madas, P.J.1    Elnashai, A.S.2
  • 28
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander J.B., Priestley M.J.N., Park R. Theoretical stress-strain model for confined concrete. J Struct Eng, ASCE 1988, 114(8):1804-1826.
    • (1988) J Struct Eng, ASCE , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 29
    • 0031108979 scopus 로고    scopus 로고
    • Confined concrete model under cyclic load
    • Martinez-Rueda J.E., Elnashai A.S. Confined concrete model under cyclic load. J Mater Struct 1997, 30(4):139-147.
    • (1997) J Mater Struct , vol.30 , Issue.4 , pp. 139-147
    • Martinez-Rueda, J.E.1    Elnashai, A.S.2
  • 30
    • 68149182639 scopus 로고    scopus 로고
    • Empirical estimate of fundamental frequencies and damping for Italian buildings
    • Gallipoli M.R., Mucciarelli M., Vona M. Empirical estimate of fundamental frequencies and damping for Italian buildings. Earthquake Eng Struct Dyn 2009, 38(8):973-988.
    • (2009) Earthquake Eng Struct Dyn , vol.38 , Issue.8 , pp. 973-988
    • Gallipoli, M.R.1    Mucciarelli, M.2    Vona, M.3
  • 31
    • 77952098256 scopus 로고    scopus 로고
    • Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings
    • Masi A., Vona M. Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings. Bull Earthquake Eng 2010, 8(3):643-656.
    • (2010) Bull Earthquake Eng , vol.8 , Issue.3 , pp. 643-656
    • Masi, A.1    Vona, M.2
  • 32
    • 50149087887 scopus 로고    scopus 로고
    • Seismic response of RC columns with smooth reinforcement. Part I: monotonic tests
    • Verderame G.M., Fabbrocino G., Manfredi G. Seismic response of RC columns with smooth reinforcement. Part I: monotonic tests. Eng Struct 2008, 30(9):2277-2288.
    • (2008) Eng Struct , vol.30 , Issue.9 , pp. 2277-2288
    • Verderame, G.M.1    Fabbrocino, G.2    Manfredi, G.3
  • 33
    • 50149101964 scopus 로고    scopus 로고
    • Seismic response of RC columns with smooth reinforcement. Part I: cyclic tests
    • Verderame G.M., Fabbrocino G., Manfredi G. Seismic response of RC columns with smooth reinforcement. Part I: cyclic tests. Eng Struct 2008, 30(9):2289-2300.
    • (2008) Eng Struct , vol.30 , Issue.9 , pp. 2289-2300
    • Verderame, G.M.1    Fabbrocino, G.2    Manfredi, G.3
  • 34
    • 0033394351 scopus 로고    scopus 로고
    • Vertical oscillations due to axial-bending coupling during seismic response of RC bridge piers
    • Ranzo G., Petrangeli M., Pinto P.E. Vertical oscillations due to axial-bending coupling during seismic response of RC bridge piers. Earthquake Eng Struct Dyn 1999, 28(12):1685-1704.
    • (1999) Earthquake Eng Struct Dyn , vol.28 , Issue.12 , pp. 1685-1704
    • Ranzo, G.1    Petrangeli, M.2    Pinto, P.E.3
  • 35
    • 0141975788 scopus 로고    scopus 로고
    • Effects of column axial force-bending moment interaction on inelastic response of steel frames
    • Como M., De Stefano M., Ramasco R. Effects of column axial force-bending moment interaction on inelastic response of steel frames. Earthquake Eng Struct Dyn 2003, 32(12):1833-1852.
    • (2003) Earthquake Eng Struct Dyn , vol.32 , Issue.12 , pp. 1833-1852
    • Como, M.1    De Stefano, M.2    Ramasco, R.3
  • 37
    • 10844284655 scopus 로고    scopus 로고
    • Effect of vertical motions on the seismic response of highways bridges
    • Button M.R., Cronin C.J., Mayes R.L. Effect of vertical motions on the seismic response of highways bridges. J Struct Eng 2002, 128(12):1551-1564.
    • (2002) J Struct Eng , vol.128 , Issue.12 , pp. 1551-1564
    • Button, M.R.1    Cronin, C.J.2    Mayes, R.L.3
  • 40
    • 79953792187 scopus 로고    scopus 로고
    • Federation Internationale Du Beton. Seismic assessment and retrofit of reinforced concrete buildings.
    • State-of-art report. London (UK): Bulletin FIB no. 24, Thomas Telford;
    • Federation Internationale Du Beton. Seismic assessment and retrofit of reinforced concrete buildings. State-of-art report. London (UK): Bulletin FIB no. 24, Thomas Telford; 2003.
    • (2003)
  • 41
    • 0030268213 scopus 로고    scopus 로고
    • Analytical and field evidence of the damaging effect of vertical earthquake ground motion
    • Papazoglou A.J., Elnashai A.S. Analytical and field evidence of the damaging effect of vertical earthquake ground motion. Earthquake Eng Struct Dyn 1996, 25(10):1109-1137.
    • (1996) Earthquake Eng Struct Dyn , vol.25 , Issue.10 , pp. 1109-1137
    • Papazoglou, A.J.1    Elnashai, A.S.2


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