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Volumn 45, Issue 4, 2010, Pages 419-432

Inelastic seismic demand of low-rise buildings with soil-flexibility

Author keywords

Inelastic demand; Low rise building; Seismic; Soil structure interaction; Torsion

Indexed keywords

ASYMMETRIC STRUCTURES; DESIGN PHILOSOPHY; EARTHQUAKE-RESISTANT DESIGN; ELASTO-PLASTIC; HYSTERESIS BEHAVIOUR; INELASTIC RESPONSE; LATERAL LOADS; LOW-RISE BUILDINGS; REDUCTION FACTOR; SEISMIC DEMANDS; SHORT PERIODS; STRUCTURAL ELEMENTS;

EID: 77249095015     PISSN: 00207462     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijnonlinmec.2009.12.014     Document Type: Article
Times cited : (39)

References (86)
  • 1
    • 0028176461 scopus 로고
    • Dual-level approach for seismic design of asymmetric plan buildings
    • Goel R.K., and Chopra A.K. Dual-level approach for seismic design of asymmetric plan buildings. Journal of Structural Engineering, ASCE 120 1 (1994) 161-179
    • (1994) Journal of Structural Engineering, ASCE , vol.120 , Issue.1 , pp. 161-179
    • Goel, R.K.1    Chopra, A.K.2
  • 3
    • 0027788402 scopus 로고
    • Evaluation of site-dependent inelastic seismic design spectra
    • Miranda E. Evaluation of site-dependent inelastic seismic design spectra. Journal of Structural Engineering, ASCE 119 5 (1993) 1319-1338
    • (1993) Journal of Structural Engineering, ASCE , vol.119 , Issue.5 , pp. 1319-1338
    • Miranda, E.1
  • 4
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm sites
    • Miranda E. Inelastic displacement ratios for structures on firm sites. Journal of Structural Engineering, ASCE 126 10 (2000) 1150-1159
    • (2000) Journal of Structural Engineering, ASCE , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 5
    • 68949198240 scopus 로고    scopus 로고
    • Estimation of inelastic deformation of SDOF systems
    • Miranda E. Estimation of inelastic deformation of SDOF systems. Journal of Structural Engineering, ASCE 126 10 (2001) 1150-1159
    • (2001) Journal of Structural Engineering, ASCE , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 7
    • 0016079807 scopus 로고
    • Earthquake response analysis of multistorey buildings including foundation interaction
    • Chopra A.K., and Guiterrez J.A. Earthquake response analysis of multistorey buildings including foundation interaction. Earthquake Engineering and Structural Dynamics 3 1 (1974) 65-77
    • (1974) Earthquake Engineering and Structural Dynamics , vol.3 , Issue.1 , pp. 65-77
    • Chopra, A.K.1    Guiterrez, J.A.2
  • 8
    • 0028895253 scopus 로고
    • Efficient modal analysis for structures with soil-structure interaction
    • Wu W.H., and Smith H.A. Efficient modal analysis for structures with soil-structure interaction. Earthquake Engineering and Structural Dynamics 24 2 (1995) 283-299
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , Issue.2 , pp. 283-299
    • Wu, W.H.1    Smith, H.A.2
  • 9
    • 0030884861 scopus 로고    scopus 로고
    • Equivalent fixed-base models for soil-structure interaction systems
    • Wu W.H. Equivalent fixed-base models for soil-structure interaction systems. Soil Dynamics and Earthquake Engineering 16 5 (1997) 323-336
    • (1997) Soil Dynamics and Earthquake Engineering , vol.16 , Issue.5 , pp. 323-336
    • Wu, W.H.1
  • 10
    • 0027790067 scopus 로고
    • Consistent formulation of direct and substructure method in nonlinear soil-structure interaction
    • Aydinoǧlu M.N. Consistent formulation of direct and substructure method in nonlinear soil-structure interaction. Soil Dynamics and Earthquake Engineering 12 7 (1993) 403-410
    • (1993) Soil Dynamics and Earthquake Engineering , vol.12 , Issue.7 , pp. 403-410
    • Aydinoǧlu, M.N.1
  • 12
    • 0036131837 scopus 로고    scopus 로고
    • Some cornerstones of dynamic soil-structure interaction
    • Wolf J.P., and Song C. Some cornerstones of dynamic soil-structure interaction. Engineering Structures 24 1 (2002) 13-28
    • (2002) Engineering Structures , vol.24 , Issue.1 , pp. 13-28
    • Wolf, J.P.1    Song, C.2
  • 13
    • 77249151966 scopus 로고
    • Soil structure interaction: The status of current analysis methods and research, Lawrence Livermore National Laboratory (LLNL)
    • Nuclear Regulatory Commission, Washington, DC
    • J.J. Johnson, Soil structure interaction: the status of current analysis methods and research, Lawrence Livermore National Laboratory (LLNL), UCRL-53011, NUREGICR-1780, prepared for the US Nuclear Regulatory Commission, Washington, DC, 1981.
    • (1981) NUREGICR-1780, prepared for the US , vol.UCRL-53011
    • Johnson, J.J.1
  • 14
    • 0024648546 scopus 로고
    • Assessment of computational practices in dynamic soil-structure interaction
    • Spyrakos C.C., and Patel P.N. Assessment of computational practices in dynamic soil-structure interaction. Journal of Computing in Civil Engineering, ASCE, 3 2 (1989) 143-157
    • (1989) Journal of Computing in Civil Engineering, ASCE , vol.3 , Issue.2 , pp. 143-157
    • Spyrakos, C.C.1    Patel, P.N.2
  • 15
    • 77249147174 scopus 로고    scopus 로고
    • J.J. Johnson, C.Y. Chang, State of the art review of seismic input and soil-structure interaction. Appendix E in A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Rev. 1), EERI NP-6041-SL, Electric Power Research Institute, Palo Alto, CA, 1991.
    • J.J. Johnson, C.Y. Chang, State of the art review of seismic input and soil-structure interaction. Appendix E in A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Rev. 1), EERI NP-6041-SL, Electric Power Research Institute, Palo Alto, CA, 1991.
  • 16
    • 0042517666 scopus 로고
    • Soil structure interaction (SSI): observations, data and correlative analysis
    • Gulkan P., and Clough R.W. (Eds), Kluwer Academic Publishers, Dordrecht
    • Johnson J.J., and Asfura A.P. Soil structure interaction (SSI): observations, data and correlative analysis. In: Gulkan P., and Clough R.W. (Eds). Developments in Dynamic Soil-Structure Interaction (1993), Kluwer Academic Publishers, Dordrecht 219-258
    • (1993) Developments in Dynamic Soil-Structure Interaction , pp. 219-258
    • Johnson, J.J.1    Asfura, A.P.2
  • 21
    • 0007950948 scopus 로고
    • Dynamic behaviour of embedded foundations
    • Report no. R77-33, Department of Civil Engineering, MIT, Cambridge, Massachusetts
    • F. Elasabee, J.P. Morray, Dynamic behaviour of embedded foundations, Report no. R77-33, Department of Civil Engineering, MIT, Cambridge, Massachusetts, 1977.
    • (1977)
    • Elasabee, F.1    Morray, J.P.2
  • 22
    • 77249152956 scopus 로고    scopus 로고
    • J.M. Roessett, A review of soil-structure interaction, in: J.J. Johnson (Ed.), Soil-Structure Interaction: The Status of Current Analysis Methods and Research, Report no. NUREG/CR-1780 and UCRL-53011, US Nuclear Regulatory Com., Washington DC, and Lawrence Livermore Lab., Livermore, CA, 1980.
    • J.M. Roessett, A review of soil-structure interaction, in: J.J. Johnson (Ed.), Soil-Structure Interaction: The Status of Current Analysis Methods and Research, Report no. NUREG/CR-1780 and UCRL-53011, US Nuclear Regulatory Com., Washington DC, and Lawrence Livermore Lab., Livermore, CA, 1980.
  • 24
    • 0022046412 scopus 로고
    • Tables of impedance functions for square foundation on layered media
    • Wong H.L., and Luco J.E. Tables of impedance functions for square foundation on layered media. Soil Dynamics and Earthquake Engineering 4 2 (1985) 64-81
    • (1985) Soil Dynamics and Earthquake Engineering , vol.4 , Issue.2 , pp. 64-81
    • Wong, H.L.1    Luco, J.E.2
  • 25
    • 0023346194 scopus 로고
    • Horizontal stiffness of arbitrarily-shaped embedded foundations
    • Gazetas G., and Tassoulas J.L. Horizontal stiffness of arbitrarily-shaped embedded foundations. Journal of Geotechnical Engineering, ASCE 113 5 (1987) 440-457
    • (1987) Journal of Geotechnical Engineering, ASCE , vol.113 , Issue.5 , pp. 440-457
    • Gazetas, G.1    Tassoulas, J.L.2
  • 27
    • 0024649779 scopus 로고
    • Dynamic response of a square foundation embedded in an elastic half space
    • Mita A., and Luco J.E. Dynamic response of a square foundation embedded in an elastic half space. Soil Dynamics and Earthquake Engineering 8 2 (1989) 54-67
    • (1989) Soil Dynamics and Earthquake Engineering , vol.8 , Issue.2 , pp. 54-67
    • Mita, A.1    Luco, J.E.2
  • 28
    • 4444328121 scopus 로고    scopus 로고
    • Dynamic stiffness of surface foundations: an explicit solution
    • Anam I., and Rosset J.M. Dynamic stiffness of surface foundations: an explicit solution. International Journal of Geomechanics 4 3 (2004) 216-223
    • (2004) International Journal of Geomechanics , vol.4 , Issue.3 , pp. 216-223
    • Anam, I.1    Rosset, J.M.2
  • 29
    • 0026220910 scopus 로고
    • Formulas and charts for impedances of surface and embedded foundations
    • Gazetas G. Formulas and charts for impedances of surface and embedded foundations. Journal of Geotechnical Engineering, ASCE 117 9 (1991) 1363-1381
    • (1991) Journal of Geotechnical Engineering, ASCE , vol.117 , Issue.9 , pp. 1363-1381
    • Gazetas, G.1
  • 30
    • 0016426607 scopus 로고
    • Dynamic behaviour of structures with embedded foundations
    • Bielak J. Dynamic behaviour of structures with embedded foundations. Earthquake Engineering and Structural Dynamics 3 3 (1975) 259-274
    • (1975) Earthquake Engineering and Structural Dynamics , vol.3 , Issue.3 , pp. 259-274
    • Bielak, J.1
  • 33
    • 0029668043 scopus 로고    scopus 로고
    • Evaluation of interaction effects on the system period and the system damping due to foundation embedment and layer depth
    • Aviles J., and Perez-Rocha L.E. Evaluation of interaction effects on the system period and the system damping due to foundation embedment and layer depth. Soil Dynamics and Earthquake Engineering 15 1 (1996) 11-27
    • (1996) Soil Dynamics and Earthquake Engineering , vol.15 , Issue.1 , pp. 11-27
    • Aviles, J.1    Perez-Rocha, L.E.2
  • 34
    • 8144225113 scopus 로고    scopus 로고
    • Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction
    • Dutta S.C., Bhattacharya K., and Roy R. Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction. Soil Dynamics and Earthquake Engineering 24 12 (2004) 893-914
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.12 , pp. 893-914
    • Dutta, S.C.1    Bhattacharya, K.2    Roy, R.3
  • 36
    • 0023416189 scopus 로고    scopus 로고
    • L. Esteva, Earthquake engineering research and practice in Mexico after 1985 earthquake, Bulletin of New Zealand National Society for Earthquake Engineering, Wellington, New Zealand, 20(3), 1987, pp. 159-200.
    • L. Esteva, Earthquake engineering research and practice in Mexico after 1985 earthquake, Bulletin of New Zealand National Society for Earthquake Engineering, Wellington, New Zealand, vol. 20(3), 1987, pp. 159-200.
  • 37
    • 0025640727 scopus 로고
    • Damage to buildings due to the 1989 Loma Prieta earthquake-a Canadian code perspective
    • Mitchell D.R.T., and Redwood R.G. Damage to buildings due to the 1989 Loma Prieta earthquake-a Canadian code perspective. Canadian Journal of Civil Engineering 17 15 (1990) 813-834
    • (1990) Canadian Journal of Civil Engineering , vol.17 , Issue.15 , pp. 813-834
    • Mitchell, D.R.T.1    Redwood, R.G.2
  • 38
    • 0003597888 scopus 로고    scopus 로고
    • International Association for Earthquake Engineering, IAEE, Tokyo
    • International Association for Earthquake Engineering, Regulations for Seismic Design, A World List, IAEE, Tokyo, 1996.
    • (1996) Regulations for Seismic Design, A World List
  • 39
    • 0001796736 scopus 로고    scopus 로고
    • Seismic torsional response: assumptions, controversies and research progress
    • Chandler A.M., Duan X.N., and Rutenberg A. Seismic torsional response: assumptions, controversies and research progress. European Earthquake Engineering 10 1 (1996) 37-50
    • (1996) European Earthquake Engineering , vol.10 , Issue.1 , pp. 37-50
    • Chandler, A.M.1    Duan, X.N.2    Rutenberg, A.3
  • 41
    • 1842640225 scopus 로고    scopus 로고
    • Evaluation of dynamic eccentricity by considering soil-structure interaction: a proposal for seismic design codes
    • Shakib H. Evaluation of dynamic eccentricity by considering soil-structure interaction: a proposal for seismic design codes. Soil Dynamics and Earthquake Engineering 24 5 (2004) 369-378
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.5 , pp. 369-378
    • Shakib, H.1
  • 42
    • 0024718518 scopus 로고
    • Deformation of torsional coupling caused by closely spaced periods, 1984 Morgan Hill earthquake response of the Santa Clara country building
    • Lin B.C., and Papageorgiou A.S. Deformation of torsional coupling caused by closely spaced periods, 1984 Morgan Hill earthquake response of the Santa Clara country building. Earthquake Spectra 5 3 (1989) 539-556
    • (1989) Earthquake Spectra , vol.5 , Issue.3 , pp. 539-556
    • Lin, B.C.1    Papageorgiou, A.S.2
  • 43
    • 0022557721 scopus 로고
    • Building damage in Mexico City earthquake
    • Chandler A.M. Building damage in Mexico City earthquake. Nature 320 6062 (1986) 497-501
    • (1986) Nature , vol.320 , Issue.6062 , pp. 497-501
    • Chandler, A.M.1
  • 44
    • 0003120266 scopus 로고
    • The 1985 earthquake: causes and effects in Mexico City
    • Rosenblueth E., and Meli R. The 1985 earthquake: causes and effects in Mexico City. Concrete International 8 5 (1986) 23-34
    • (1986) Concrete International , vol.8 , Issue.5 , pp. 23-34
    • Rosenblueth, E.1    Meli, R.2
  • 47
    • 0019606297 scopus 로고
    • Torsional coupling and earthquake responses of simple elastic and inelastic systems
    • Kan C.L., and Chopra A.K. Torsional coupling and earthquake responses of simple elastic and inelastic systems. Journal of Structural Engineering, ASCE 107 ST-8 (1981) 1569-1587
    • (1981) Journal of Structural Engineering, ASCE , vol.107 , Issue.ST-8 , pp. 1569-1587
    • Kan, C.L.1    Chopra, A.K.2
  • 48
    • 3042679028 scopus 로고    scopus 로고
    • Torsional behaviour of asymmetric buildings in the linear elastic range
    • Dutta S.C., and Bhowmick A. Torsional behaviour of asymmetric buildings in the linear elastic range. Asian Journal of Structural Engineering 2 1&2 (1997) 57-77
    • (1997) Asian Journal of Structural Engineering , vol.2 , Issue.1-2 , pp. 57-77
    • Dutta, S.C.1    Bhowmick, A.2
  • 52
    • 0035575755 scopus 로고    scopus 로고
    • Effect of strength deterioration on inelastic seismic torsional behaviour of asymmetric R/C buildings
    • Dutta S.C. Effect of strength deterioration on inelastic seismic torsional behaviour of asymmetric R/C buildings. Building and Environment 36 10 (2001) 1109-1118
    • (2001) Building and Environment , vol.36 , Issue.10 , pp. 1109-1118
    • Dutta, S.C.1
  • 53
    • 0037207005 scopus 로고    scopus 로고
    • Validity and applicability of two simple hysteresis model to assess progressive seismic damage in RC asymmetric buildings
    • Dutta S.C., and Das P.K. Validity and applicability of two simple hysteresis model to assess progressive seismic damage in RC asymmetric buildings. Journal of Sound and Vibration 257 4 (2002) 753-777
    • (2002) Journal of Sound and Vibration , vol.257 , Issue.4 , pp. 753-777
    • Dutta, S.C.1    Das, P.K.2
  • 54
    • 0027596248 scopus 로고
    • Inelastic seismic response of code-designed multistory frame buildings with regular asymmetry
    • Duan X.N., and Chandler A.N. Inelastic seismic response of code-designed multistory frame buildings with regular asymmetry. Earthquake Engineering and Structural Dynamics 22 5 (1993) 431-445
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , Issue.5 , pp. 431-445
    • Duan, X.N.1    Chandler, A.N.2
  • 55
    • 0025429354 scopus 로고
    • Static eccentricity concept for torsional moment estimations
    • Tso W.K. Static eccentricity concept for torsional moment estimations. Journal of Structural Engineering, ASCE 116 5 (1990) 1199-1212
    • (1990) Journal of Structural Engineering, ASCE , vol.116 , Issue.5 , pp. 1199-1212
    • Tso, W.K.1
  • 57
    • 0022662686 scopus 로고
    • Dynamic response of arbitrarily shaped foundations: experimental verifications
    • Dobry R., Gazetas G., and Stokoe K.H. Dynamic response of arbitrarily shaped foundations: experimental verifications. Journal of Geotechnical Engineering, ASCE 112 2 (1986) 136-154
    • (1986) Journal of Geotechnical Engineering, ASCE , vol.112 , Issue.2 , pp. 136-154
    • Dobry, R.1    Gazetas, G.2    Stokoe, K.H.3
  • 58
    • 0003783665 scopus 로고    scopus 로고
    • Prestandard and commentary for the seismic rehabilitation of buildings
    • FEMA, Federal Emergency Management Agency, Washington, DC, USA
    • FEMA, Prestandard and commentary for the seismic rehabilitation of buildings, Report FEMA 356, Federal Emergency Management Agency, Washington, DC, USA, 2000.
    • (2000) Report FEMA , vol.356
  • 59
    • 0347131225 scopus 로고    scopus 로고
    • Assessing lateral period of building frames incorporating soil-flexibility
    • Bhattacharya K., and Dutta S.C. Assessing lateral period of building frames incorporating soil-flexibility. Journal of Sound and Vibration 269 3-5 (2004) 795-821
    • (2004) Journal of Sound and Vibration , vol.269 , Issue.3-5 , pp. 795-821
    • Bhattacharya, K.1    Dutta, S.C.2
  • 60
    • 0012252281 scopus 로고
    • On dynamic shear moduli and Poisson's ratio of soil deposits
    • Ohsaki Y., and Iwasaki R. On dynamic shear moduli and Poisson's ratio of soil deposits. Soils and Foundations 13 4 (1973) 61-73
    • (1973) Soils and Foundations , vol.13 , Issue.4 , pp. 61-73
    • Ohsaki, Y.1    Iwasaki, R.2
  • 61
    • 77249149622 scopus 로고    scopus 로고
    • IS: 6403-1981, Indian standard code of practice for determination of bearing capacity of shallow foundation, Bureau of Indian Standards, New Delhi, India, 1981.
    • IS: 6403-1981, Indian standard code of practice for determination of bearing capacity of shallow foundation, Bureau of Indian Standards, New Delhi, India, 1981.
  • 62
    • 77249166856 scopus 로고    scopus 로고
    • IS: 8009 (Part I), Indian standard code of practice for calculation of settlement of foundation, Bureau of Indian Standards, New Delhi, India, 1976.
    • IS: 8009 (Part I), Indian standard code of practice for calculation of settlement of foundation, Bureau of Indian Standards, New Delhi, India, 1976.
  • 64
    • 77249149121 scopus 로고    scopus 로고
    • IS: 5249-1992, Determination of dynamic properties of soil-method of test, Bureau of Indian Standards, New Delhi, India, 1992.
    • IS: 5249-1992, Determination of dynamic properties of soil-method of test, Bureau of Indian Standards, New Delhi, India, 1992.
  • 68
    • 0004083811 scopus 로고    scopus 로고
    • Foundation analysis and design
    • fifth ed, McGraw-Hill International Editions
    • J.E. Bowles, Foundation analysis and design, fifth ed., McGraw-Hill International Editions, Civil Engineering Series, 1996.
    • (1996) Civil Engineering Series
    • Bowles, J.E.1
  • 69
    • 3042649205 scopus 로고    scopus 로고
    • Effect of soil-flexibility on dynamic behaviour of building frames on raft foundation
    • Bhattacharya K., Dutta S.C., and Dasgupta S. Effect of soil-flexibility on dynamic behaviour of building frames on raft foundation. Journal of Sound and Vibration 274 1-2 (2004) 111-135
    • (2004) Journal of Sound and Vibration , vol.274 , Issue.1-2 , pp. 111-135
    • Bhattacharya, K.1    Dutta, S.C.2    Dasgupta, S.3
  • 70
    • 0036141665 scopus 로고    scopus 로고
    • A strength distribution criterion for minimizing torsional response of asymmetric wall-type systems
    • Myslimaj B., and Tso W.K. A strength distribution criterion for minimizing torsional response of asymmetric wall-type systems. Earthquake Engineering and Structural Dynamics 31 1 (2002) 99-120
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.1 , pp. 99-120
    • Myslimaj, B.1    Tso, W.K.2
  • 71
    • 0016437043 scopus 로고
    • Seismic interaction of structures on hysteretic foundations
    • Veletsos A.S., and Nair V.V. Seismic interaction of structures on hysteretic foundations. Journal of Structural Engineering, ASCE 101 1 (1975) 109-129
    • (1975) Journal of Structural Engineering, ASCE , vol.101 , Issue.1 , pp. 109-129
    • Veletsos, A.S.1    Nair, V.V.2
  • 72
    • 57849087371 scopus 로고    scopus 로고
    • Effect of flexibility of foundations on its seismic stress distribution
    • Dutta S.C., Bhattacharya K., and Roy R. Effect of flexibility of foundations on its seismic stress distribution. Journal of Earthquake Engineering 13 1 (2008) 22-49
    • (2008) Journal of Earthquake Engineering , vol.13 , Issue.1 , pp. 22-49
    • Dutta, S.C.1    Bhattacharya, K.2    Roy, R.3
  • 75
    • 0003088509 scopus 로고
    • Dynamics of structure-foundation systems
    • Hall W.J. (Ed), Prentice-Hall, New Jersey
    • Veletsos A.S. Dynamics of structure-foundation systems. In: Hall W.J. (Ed). Structural and Geotechnical Mechanics (1977), Prentice-Hall, New Jersey
    • (1977) Structural and Geotechnical Mechanics
    • Veletsos, A.S.1
  • 76
    • 77249136088 scopus 로고    scopus 로고
    • IS: 1893-1984, Indian standard criteria for earthquake resistant design of structures, Bureau of Indian Standards, New Delhi, India, 1984.
    • IS: 1893-1984, Indian standard criteria for earthquake resistant design of structures, Bureau of Indian Standards, New Delhi, India, 1984.
  • 77
  • 80
    • 0031277995 scopus 로고    scopus 로고
    • Seismic response of asymmetric systems: energy based approach
    • Goel R.K. Seismic response of asymmetric systems: energy based approach. Journal of Structural Engineering, ASCE 123 11 (1997) 1444-1453
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.11 , pp. 1444-1453
    • Goel, R.K.1
  • 81
    • 26644438118 scopus 로고    scopus 로고
    • Seismic behaviour of code-designed bi-directionally systems
    • Dutta S.C., Das P.K., and Roy R. Seismic behaviour of code-designed bi-directionally systems. Journal of Structural Engineering, ASCE 131 10 (2005) 109-135
    • (2005) Journal of Structural Engineering, ASCE , vol.131 , Issue.10 , pp. 109-135
    • Dutta, S.C.1    Das, P.K.2    Roy, R.3
  • 82
    • 0346118754 scopus 로고    scopus 로고
    • A yield displacement distribution-based approach for strength assignment to lateral force-resisting elements having strength dependent stiffness
    • Tso W.K., and Myslimaj B. A yield displacement distribution-based approach for strength assignment to lateral force-resisting elements having strength dependent stiffness. Earthquake Engineering and Structural Dynamics 32 15 (2003) 2319-2351
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , Issue.15 , pp. 2319-2351
    • Tso, W.K.1    Myslimaj, B.2
  • 83
    • 34548591531 scopus 로고    scopus 로고
    • Seismic safety of structures: influence of soil-flexibility, asymmetry and ground motion characteristics
    • Dutta S.C., Roy R., Das P.K., Roy R., and Reddy G.R. Seismic safety of structures: influence of soil-flexibility, asymmetry and ground motion characteristics. Journal of Sound and Vibration 307 3-5 (2005) 452-480
    • (2005) Journal of Sound and Vibration , vol.307 , Issue.3-5 , pp. 452-480
    • Dutta, S.C.1    Roy, R.2    Das, P.K.3    Roy, R.4    Reddy, G.R.5
  • 85
    • 18344370963 scopus 로고    scopus 로고
    • An efficient seismic analysis procedure for torsionally coupled multistory buildings including soil-structure interaction
    • Çelebi E., and Gnu{combining double acute accent}du{combining double acute accent}z A.N. An efficient seismic analysis procedure for torsionally coupled multistory buildings including soil-structure interaction. Turkish Journal of Engineering and Environmental Sciences 29 (2005) 143-157
    • (2005) Turkish Journal of Engineering and Environmental Sciences , vol.29 , pp. 143-157
    • Çelebi, E.1    Gnuduz, A.N.2
  • 86
    • 77249129189 scopus 로고    scopus 로고
    • FEMA 302. NEHRP recommended provisions for seismic regulation for new buildings and other structures, Federal Emergency Management Agency, Washington, DC, USA, 1997.
    • FEMA 302. NEHRP recommended provisions for seismic regulation for new buildings and other structures, Federal Emergency Management Agency, Washington, DC, USA, 1997.


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