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Volumn 11, Issue 5, 2013, Pages 1585-1616

Influence of infill distribution and design typology on seismic performance of low- and mid-rise RC buildings

Author keywords

Design typology; Fragility; IN2; Infills; Reinforced concrete; Sensitivity analysis

Indexed keywords

FAILURE PROBABILITY; FRAGILITY; IN2; INFILLS; NUMERICAL INVESTIGATIONS; PUSH-OVER ANALYSIS; RESPONSE SURFACE METHOD; SEISMIC PERFORMANCE;

EID: 84884166858     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-013-9453-4     Document Type: Article
Times cited : (66)

References (70)
  • 2
    • 78049266609 scopus 로고    scopus 로고
    • Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars
    • Biskinis DE, Fardis MN (2010) Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars. Struct Concr 11(2): 93-108.
    • (2010) Struct Concr , vol.11 , Issue.2 , pp. 93-108
    • Biskinis, D.E.1    Fardis, M.N.2
  • 5
    • 84884159747 scopus 로고    scopus 로고
    • The influence of epistemic uncertainties on the seismic performance of RC frame building
    • Ohrid, Macedonia, August 30-September 3. Paper No. 534
    • Celarec D, Dolšek M (2010) The influence of epistemic uncertainties on the seismic performance of RC frame building. In: Proceedings of the 14th European conference on earthquake engineering, Ohrid, Macedonia, August 30-September 3. Paper No. 534.
    • (2010) Proceedings of the 14th European conference on earthquake engineering
    • Celarec, D.1    Dolšek, M.2
  • 6
    • 84855447248 scopus 로고    scopus 로고
    • The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames
    • Celarec D, Ricci P, Dolšek M (2012) The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames. Eng Struct 35: 165-177.
    • (2012) Eng Struct , vol.35 , pp. 165-177
    • Celarec, D.1    Ricci, P.2    Dolšek, M.3
  • 7
    • 84884159407 scopus 로고    scopus 로고
    • Practice-oriented probabilistic seismic performance assessment of infilled frames with consideration of shear failure of columns
    • Celarek D, Dolsek M (2012) Practice-oriented probabilistic seismic performance assessment of infilled frames with consideration of shear failure of columns. Earthq Eng Struct Dyn.
    • (2012) Earthq Eng Struct Dyn
    • Celarek, D.1    Dolsek, M.2
  • 8
    • 84884151278 scopus 로고
    • CEN, Eurocode 8: design provisions for earthquake resistance of structures-part I: general rules. Technical Committee 250/SC8, Comité Européen de Normalisation, Brussels
    • CEN (1995) European Standard ENV 1998-1-1/2/3. Eurocode 8: design provisions for earthquake resistance of structures-part I: general rules. Technical Committee 250/SC8, Comité Européen de Normalisation, Brussels.
    • (1995) European Standard ENV 1998-1-1/2/3
  • 9
    • 84884137151 scopus 로고    scopus 로고
    • CEN, Eurocode 8: design provisions for earthquake resistance of structures-part 3: assessment and retrofitting of buildings. European Committee for Standardisation, Brussels
    • CEN (2005) European standard EN1998-3. Eurocode 8: design provisions for earthquake resistance of structures-part 3: assessment and retrofitting of buildings. European Committee for Standardisation, Brussels.
    • (2005) European standard EN1998-3
  • 10
    • 79956129866 scopus 로고    scopus 로고
    • A six-strut model for nonlinear dynamic analysis of steel infilled frames
    • Chrysostomou CZ, Gergely P, Abel JF (2002) A six-strut model for nonlinear dynamic analysis of steel infilled frames. Int J Struct Stab Dyn 2(3): 335-353.
    • (2002) Int J Struct Stab Dyn , vol.2 , Issue.3 , pp. 335-353
    • Chrysostomou, C.Z.1    Gergely, P.2    Abel, J.F.3
  • 12
    • 84858864666 scopus 로고    scopus 로고
    • A simple model to include fuzziness in the seismic fragility curve and relevant effect compared with randomness
    • Colangelo F (2012) A simple model to include fuzziness in the seismic fragility curve and relevant effect compared with randomness. Earthq Eng Struct Dyn 41: 969-986.
    • (2012) Earthq Eng Struct Dyn , vol.41 , pp. 969-986
    • Colangelo, F.1
  • 19
    • 78650076244 scopus 로고    scopus 로고
    • Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models
    • Dolšek M (2010) Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models. Bull Earthq Eng 8(6): 1309-1329.
    • (2010) Bull Earthq Eng , vol.8 , Issue.6 , pp. 1309-1329
    • Dolšek, M.1
  • 20
    • 0035530061 scopus 로고    scopus 로고
    • Soft storey effects in uniformly infilled reinforced concrete frames
    • Dolšek M, Fajfar P (2001) Soft storey effects in uniformly infilled reinforced concrete frames. Earthq Eng 5(1): 1-12.
    • (2001) Earthq Eng , vol.5 , Issue.1 , pp. 1-12
    • Dolšek, M.1    Fajfar, P.2
  • 21
    • 0036605177 scopus 로고    scopus 로고
    • Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests
    • Dolšek M, Fajfar P (2002) Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests. Earthq Eng Struct Dyn 31(6): 1215-1230.
    • (2002) Earthq Eng Struct Dyn , vol.31 , Issue.6 , pp. 1215-1230
    • Dolšek, M.1    Fajfar, P.2
  • 22
    • 10444231986 scopus 로고    scopus 로고
    • Inelastic spectra for infilled reinforced concrete frames
    • Dolšek M, Fajfar P (2004a) Inelastic spectra for infilled reinforced concrete frames. Earthq Eng Struct Dyn 33(15): 1395-1416.
    • (2004) Earthq Eng Struct Dyn , vol.33 , Issue.15 , pp. 1395-1416
    • Dolšek, M.1    Fajfar, P.2
  • 24
    • 10444228282 scopus 로고    scopus 로고
    • Simplified non-linear seismic analysis of infilled reinforced concrete frames
    • Dolšek M, Fajfar P (2005) Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthq Eng Struct Dyn 34(1): 49-66.
    • (2005) Earthq Eng Struct Dyn , vol.34 , Issue.1 , pp. 49-66
    • Dolšek, M.1    Fajfar, P.2
  • 25
    • 43949084722 scopus 로고    scopus 로고
    • The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame-a deterministic assessment
    • Dolšek M, Fajfar P (2008a) The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame-a deterministic assessment. Eng Struct 30(7): 1991-2001.
    • (2008) Eng Struct , vol.30 , Issue.7 , pp. 1991-2001
    • Dolšek, M.1    Fajfar, P.2
  • 26
    • 54949094657 scopus 로고    scopus 로고
    • The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame-a probabilistic assessment
    • Dolšek M, Fajfar P (2008b) The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame-a probabilistic assessment. Eng Struct 30(11): 3186-3192.
    • (2008) Eng Struct , vol.30 , Issue.11 , pp. 3186-3192
    • Dolšek, M.1    Fajfar, P.2
  • 29
    • 84872593180 scopus 로고    scopus 로고
    • 1999 Kocaeli, Turkey earthquake reconnaissance report
    • EERI
    • EERI (2000) 1999 Kocaeli, Turkey earthquake reconnaissance report. Earthq Spectra 16(S1): 237-279.
    • (2000) Earthq Spectra , vol.16 , Issue.S1 , pp. 237-279
  • 30
    • 0032869823 scopus 로고    scopus 로고
    • Capacity spectrum method based on inelastic demand spectra
    • Fajfar P (1999) Capacity spectrum method based on inelastic demand spectra. Earthq Eng Struct Dyn 28: 979-993.
    • (1999) Earthq Eng Struct Dyn , vol.28 , pp. 979-993
    • Fajfar, P.1
  • 32
    • 0029669335 scopus 로고    scopus 로고
    • The N2 method for the seismic damage analysis of RC buildings
    • Fajfar P, Gaspersic P (1996) The N2 method for the seismic damage analysis of RC buildings. Earthq Eng Struct Dyn 25: 31-46.
    • (1996) Earthq Eng Struct Dyn , vol.25 , pp. 31-46
    • Fajfar, P.1    Gaspersic, P.2
  • 37
    • 21744457196 scopus 로고    scopus 로고
    • Seismic design and response of bare and masonry-infilled reinforced concrete buildings. Part II: infilled structures
    • Fardis MN, Panagiotakos TB (1997) Seismic design and response of bare and masonry-infilled reinforced concrete buildings. Part II: infilled structures. J Earthq Eng 1(3): 475-503.
    • (1997) J Earthq Eng , vol.1 , Issue.3 , pp. 475-503
    • Fardis, M.N.1    Panagiotakos, T.B.2
  • 38
    • 84884131755 scopus 로고    scopus 로고
    • Preliminary study of the structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake
    • Lisbon, 24-28 September
    • Gómez-Martínez F, Pérez-García A, De Luca F, Verderame GM, Manfredi G (2012) Preliminary study of the structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake. In: Proceedings of 15th WCEE, Lisbon, 24-28 September.
    • (2012) Proceedings of 15th WCEE
    • Gómez-Martínez, F.1    Pérez-García, A.2    De Luca, F.3    Verderame, G.M.4    Manfredi, G.5
  • 40
    • 84861377841 scopus 로고    scopus 로고
    • Damage control for clay masonry infills in the design of RC frame structures
    • Sullivan
    • Hak P, Morandi G. Magenes TJ, Sullivan (2012) Damage control for clay masonry infills in the design of RC frame structures. J Earthq Eng 16(sup1): 1-35.
    • (2012) J Earthq Eng , vol.16 , Issue.SUPLL. , pp. 1-35
    • Hak, P.1    Morandi, G.2    Magenes, T.J.3
  • 43
    • 0032399298 scopus 로고    scopus 로고
    • Analytical models for brick masonry infilled R/C frames under lateral loading
    • Kappos AJ, Stylianidis KC, Michailidis CN (1998) Analytical models for brick masonry infilled R/C frames under lateral loading. J Earthq Eng 2(1): 59-87.
    • (1998) J Earthq Eng , vol.2 , Issue.1 , pp. 59-87
    • Kappos, A.J.1    Stylianidis, K.C.2    Michailidis, C.N.3
  • 44
    • 56949099876 scopus 로고    scopus 로고
    • Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings
    • Liel AB, Haselton CB, Deierlein GG, Baker JW (2009) Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings. Struct Saf 31(2): 197-211.
    • (2009) Struct Saf , vol.31 , Issue.2 , pp. 197-211
    • Liel, A.B.1    Haselton, C.B.2    Deierlein, G.G.3    Baker, J.W.4
  • 45
    • 0015200561 scopus 로고
    • On the stiffnesses and strengths of infilled frames
    • Mainstone RJ (1971) On the stiffnesses and strengths of infilled frames. Proc Inst Civil Eng (Suppl 4): 57-90.
    • (1971) Proc Inst Civil Eng , Issue.SUPPL. 4 , pp. 57-90
    • Mainstone, R.J.1
  • 46
    • 0018468345 scopus 로고
    • A comparison of three methods for selecting values of input variables in the analysis of output from a computer code
    • McKay MD, Conover WJ, Beckman RJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21(2): 239-245.
    • (1979) Technometrics , vol.21 , Issue.2 , pp. 239-245
    • McKay, M.D.1    Conover, W.J.2    Beckman, R.J.3
  • 48
    • 0031188092 scopus 로고    scopus 로고
    • Irregularities induced by nonstructural masonry panels in framed buildings
    • Negro P, Colombo A (1997) Irregularities induced by nonstructural masonry panels in framed buildings. Eng Struct 19(7): 576-585.
    • (1997) Eng Struct , vol.19 , Issue.7 , pp. 576-585
    • Negro, P.1    Colombo, A.2
  • 49
    • 0030214308 scopus 로고    scopus 로고
    • Effect of infills on the global behaviour of R/C frames: energy considerations from pseudodynamic tests
    • Negro P, Verzeletti G (1996) Effect of infills on the global behaviour of R/C frames: energy considerations from pseudodynamic tests. Earthq Eng Struct Dyn 25(8): 753-773.
    • (1996) Earthq Eng Struct Dyn , vol.25 , Issue.8 , pp. 753-773
    • Negro, P.1    Verzeletti, G.2
  • 51
    • 78650076347 scopus 로고    scopus 로고
    • Displacement-based seismic assessment and retrofit of reinforced concrete buildings
    • Osaka, Japan, October 13-19
    • Panagiotakos TB, Kosmopoulos AJ, Fardis MN (2002) Displacement-based seismic assessment and retrofit of reinforced concrete buildings. In: Proceedings of the 1st fib Congress, Osaka, Japan, October 13-19, pp 269-278.
    • (2002) Proceedings of the 1st fib Congress , pp. 269-278
    • Panagiotakos, T.B.1    Kosmopoulos, A.J.2    Fardis, M.N.3
  • 52
    • 78650520184 scopus 로고    scopus 로고
    • Seismic vulnerability aspects of RC buildings in Benevento, proceedings of the workshop on multidisciplinary approach to seismic risk problems. September 22, Sant'Angelo dei Lombardi, Italy
    • In: Pecce M, Manfredi G, Zollo A (eds) 2004, CRdC AMRA
    • Pecce M, Polese M, Verderame GM (2003) Seismic vulnerability aspects of RC buildings in Benevento, proceedings of the workshop on multidisciplinary approach to seismic risk problems. September 22, Sant'Angelo dei Lombardi, Italy. In: Pecce M, Manfredi G, Zollo A (eds) 2004. The many facets of seismic risk, pp 134-141. CRdC AMRA.
    • (2003) The many facets of seismic risk , pp. 134-141
    • Pecce, M.1    Polese, M.2    Verderame, G.M.3
  • 57
    • 47549115067 scopus 로고    scopus 로고
    • Vulnerability analysis for gravity load designed RC buildings in Naples-Italy
    • Polese M, Verderame GM, Mariniello C, Iervolino I, Manfredi G (2008) Vulnerability analysis for gravity load designed RC buildings in Naples-Italy. J Earthq Eng 12(S2): 234-245.
    • (2008) J Earthq Eng , vol.12 , Issue.S2 , pp. 234-245
    • Polese, M.1    Verderame, G.M.2    Mariniello, C.3    Iervolino, I.4    Manfredi, G.5
  • 60
    • 78751575529 scopus 로고    scopus 로고
    • 6th April 2009 L'Aquila earthquake, Italy: reinforced concrete building performance
    • Ricci P, De Luca F, Verderame GM (2010) 6th April 2009 L'Aquila earthquake, Italy: reinforced concrete building performance. Bull Earthq Eng 9(1): 285-305.
    • (2010) Bull Earthq Eng , vol.9 , Issue.1 , pp. 285-305
    • Ricci, P.1    De Luca, F.2    Verderame, G.M.3
  • 61
    • 13444302510 scopus 로고    scopus 로고
    • A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures
    • Rossetto T, Elnashai A (2005) A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures. Eng Struct 7(3): 397-409.
    • (2005) Eng Struct , vol.7 , Issue.3 , pp. 397-409
    • Rossetto, T.1    Elnashai, A.2
  • 63
    • 33745895329 scopus 로고    scopus 로고
    • Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA
    • Vamvatsikos D, Cornell CA (2006) Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthq Eng Struct Dyn 35(9): 1097-1117.
    • (2006) Earthq Eng Struct Dyn , vol.35 , Issue.9 , pp. 1097-1117
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 66
    • 79956099894 scopus 로고    scopus 로고
    • Preliminary analysis of a soft storey mechanism after the 2009 L'Aquila earthquake
    • Verderame GM, De Luca F, Ricci P, Manfredi G (2010a) Preliminary analysis of a soft storey mechanism after the 2009 L'Aquila earthquake. Earthq Eng Struct 40(8): 925-944.
    • (2010) Earthq Eng Struct , vol.40 , Issue.8 , pp. 925-944
    • Verderame, G.M.1    De Luca, F.2    Ricci, P.3    Manfredi, G.4
  • 67
    • 70449527576 scopus 로고    scopus 로고
    • A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings
    • Verderame GM, Polese M, Mariniello C, Manfredi G (2010b) A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings. Adv Eng Softw 41(2): 323-335.
    • (2010) Adv Eng Softw , vol.41 , Issue.2 , pp. 323-335
    • Verderame, G.M.1    Polese, M.2    Mariniello, C.3    Manfredi, G.4
  • 68
    • 78650075738 scopus 로고    scopus 로고
    • Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions
    • Verderame GM, Ricci P, Manfredi G, Cosenza E (2010c) Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions. Bull Earthq Eng 8(6): 1351-1373.
    • (2010) Bull Earthq Eng , vol.8 , Issue.6 , pp. 1351-1373
    • Verderame, G.M.1    Ricci, P.2    Manfredi, G.3    Cosenza, E.4
  • 69
    • 0028184459 scopus 로고
    • Consistent inelastic design spectra: strength and displacement
    • Vidic T, Fajfar P, Fischinger M (1994) Consistent inelastic design spectra: strength and displacement. Earthq Eng Struct Dyn 23(5): 507-521.
    • (1994) Earthq Eng Struct Dyn , vol.23 , Issue.5 , pp. 507-521
    • Vidic, T.1    Fajfar, P.2    Fischinger, M.3
  • 70
    • 63449126605 scopus 로고    scopus 로고
    • Correlation control in small-sample Monte Carlo type simulations I: a simulated annealing approach
    • Vorechovsky M, Novak D (2009) Correlation control in small-sample Monte Carlo type simulations I: a simulated annealing approach. Probab Eng Mech 24(3): 452-462.
    • (2009) Probab Eng Mech , vol.24 , Issue.3 , pp. 452-462
    • Vorechovsky, M.1    Novak, D.2


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