考虑土-结构相互作用的空间结构抗震研究现状及展望(英文)
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摘要
目前大跨空间结构抗震研究的分析模型主要是基于刚性地基假设.为了更好地反映空间结构在地震作用下的反应性能,有必要把上部屋盖与下部支承结构以及下部地基作为一个整体建模分析.土-结构相互作用在高层结构中研究得比较充分,空间结构研究土-结构相互作用则较少.本文从土-结构相互作用模型、辐射阻尼以及地震动输入三方面对研究现状进行总结.考虑土-结构相互作用的空间结构抗震的深入研究将有助于空间结构的更合理的抗震设计.
At present,the seismic analysis of spatial structure is assumed as rigid connected.It is necessary to model the spatial structure incorporating the roof,the supporting structure and the soil medium to reflect the real seismic performance under the seismic actions.The research on the effect of soil-structure interatction(SSI) on the seismic response of the spatial structure is in initial phase although it is studied a lot in the high rise buildings.This paper is to sum up the state of the art from the perspective of SSI model,the radiation damping and the earthquake input.The research on the seismic analysis of spatial structure incorporating the SSI is beneficial to the reasonable seismic design of spatial structures.
At present,the seismic analysis of spatial structure is assumed as rigid connected.It is necessary to model the spatial structure incorporating the roof,the supporting structure and the soil medium to reflect the real seismic performance under the seismic actions.The research on the effect of soil-structure interatction(SSI) on the seismic response of the spatial structure is in initial phase although it is studied a lot in the high rise buildings.This paper is to sum up the state of the art from the perspective of SSI model,the radiation damping and the earthquake input.The research on the seismic analysis of spatial structure incorporating the SSI is beneficial to the reasonable seismic design of spatial structures.
引文
[1]CHEONG M C,KATO S.Pushover analysis of a double layer latticed dome[A].IASS Symposium[C],2001,TP081.
[2]KATO S,NAKAZAWA S.Estimation of static seismic loads for latticed domes supported by substructure frames with braces deteriorated due to bulcking[J].Journal of the International Association for Shell and Spatial Structures,2007,48(2):71-86.
[3]TAKEUCHI T,OGAWA T.Seismic response evaluation of lattice shell roofs using amplification factors[J].Journal of the International Association for Shell and Spatial Structures,2007,48(3):197-210
[4]YIN Y,HUANG X.Study on the accuracy of response spectrum method for long-span reticulated shells[J].International Journal of Space Structure,2009,24(1):29-35.
[5]DOBRY R,GAZETAS G.Dynamic response of arbitrarily shaped foundations[J].Journal of Geotechnical Engineering,1986,112(2):109-135.
[6]GAZETAS G.Horizontal stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1986,113(5):440-457.
[7]HATZIKONSTANTINO E.Rocking stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1989,115(4):457-472.
[8]GAZETAS G.Horizontal damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1986,113(5):458-475.
[9]FOTOPOULOU M.Rocking damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1989,115(4):473-490.
[10]GAZETAS G.Vertical response of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1985,111(5):750-771.
[11]AHMAD S.Torsional stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1992,118(8):1168-1185.
[12]AHMAD S.Torsional radiation damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1992,118(8):1186-1199.
[13]GAZETAS G.Formulas and charts for impedance of surface and embedded foundations[J].Journal of Geotechnical Engineering,1991,117(9):1363-1381.
[14]DUTTA C S.Response of low-rise buildings under seismic ground motion incorporating soil-structure interaction[J].Soil Dynamic and Earthquake Engineering,2004,24:893-914.
[15]BHATTACHARYA K.Effect of soil flexibility on dynamic behavior of building frames on raft foundation[J].Journal of Sound and Vibration,2004,274:111-135.
[16]BHATTACHARYA K.Assessing the lateral period of the building frames incorporating soil-flexibility[J].Journal of Sound and Vibration,2004,269:795-821.
[17]GALAL K,NAIMI M.Effect of soil conditions on the response of reinforced concrete tall structures to the near-fault earthquakes[J].The Structural Design of Tall and Special Buildings,2008,17:541-562.
[18]MATLOK H.Simulation of lateral pile behavior[A].Proceedings of Earthquake Engineering and Soil Dynamics,ASCE[C].Newyork,1978:600-619.
[19]KAGAWA T.Soil-pile-structure interaction of offshore structure during an earthquake[A],Proceedings of12 th Annual Offshore Technology Conference[C],1980,3:235-245.
[20]NOGAMI T.Nonlinear soil-pile interaction model for dynamic lateral motion[J].Journal of Geotechnical Engineering,ASCE,1992,118(1):889-106.
[21]WANG D W.Nonlinear seismic soil-pile-structure interaction[J].Earthquake Spectrum,1998,14(2):377-396.
[22]BOULANGER W R,Seismic soil-pile-structure interaction experiments and analysis[J],Journal of Geotechnical and Geoenvironmental Engineering,1999,125(9):750-759.
[23]NAGGAR M.Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis[J].Canadian Geotechnical Journal,2005,42:365-380.
[24]NAGGAR M.Dynamic analysis for laterally loaded piles and dynamic p-y curves[J].Canadian Geotechnical Journal,2000,37:1166-1183.
[25]GAJAN S.Numerical models for analysis and performance based design of shallow foundation subjected to seismic loading[R].University of California,Berkeley,2007.
[26]HARDEN C,HUTCHINSON T.Numerical modeling of the nonlinear cyclic response of shallow foundation[R].University of California,Berkeley,2005.
[27]KUTTER L B.Workshop on modeling of nonlinear cyclic load-deformation behavior of shallow foundations[R].University of California,Berkeley,2005.
[28]RAYCHOWDHURY P.Nonlinear Winkler-based Shallow Foundation Model for Performance Assessment of Seismically Loaded Structures[D].San Diego:University of California,2008.
[29]VELETSOS A S,NAIR V V.Seismic interaction of Structures on Hysteretic Foundations[R].Structure research at Rice,Report No.21,1974.
[30]AVILES J,PEPEZ-ROCHA L E.Effect of foundation embedment during building soil interaction[J].Earthquake Engineering and Structural Dynamics,1998,27:1523-1540.
[31]JENNINGS,P C,BIELAK J.Dynamics of building-soil interaction[J].Bulletin of Seismological Society of America,1973,63:9-48.
[32]BIELAK J.Modal analysis for building-soil interaction[J].Journal of Engineering Mechanics,1976,102:771-786.
[33]VELETSOS A S,PRASAD A M.Seismic interaction of structures and soils:stochastic approach[J].Journal of Structural Engineering,1989,115(4):935-956.
[34]KIM S,STEWART J P.Kinematic soil structure interaction from strong motion recordings[J].Journal of Geotechnical&Geoenviromental Engineering,2003,129(4):323-335.
[35]CHOPRA K A.Comparing response of SDOF system to near-fault and far-fault earthquake motions in the context of spectral regions[J].Earthquake Engineering&Structural Dynamics,2001,30:1769-1789.
[36]PRAVEEN K M.Response of building to near-field pulse-like ground motions[J].Earthquake Engineering&Structural Dynamics,1999,28:1309-1326.
[37]LIAO W I.Earthquake responses of RC moment frames subjected to near-fault ground motions[J].Earthquake Engineering&Structural Dynamics,2001,10:219-229.
[38]LIAO W I.Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions[J].EngineeringStructures,2004,26:2173-2183.
[39]DICLELI M.Effect of near-fault ground motion and damper characteristics on the seismic performance of chevron braced steel frames[J].Earthquake Engineering&Structural Dynamics,2007,36:927-948.
[40]GALAL K.Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes[J].The Structural Design of Tall and Special Buildings,2008,17:541-562.
[41]AMBRASEYS N N,DOUGLAS J D.Near-field horizontal and vertical earthquake ground motion[J].Soil Dynamics and Earthquake Engineering,2003,23:1-18.
[42]KUNNATH K S.Effect of near-fault vertical ground motions on seismic response of highway overcrossings[J].Journal of Bridge Engineering,2008,13(3):282-290.
[43]ELNASHAI A S,SARNO L D.Fundamentals of Earthquake Engineering[M].New York:John Wiley&Sons,Inc,2008.
[44]NAU J M,HALL W J.Scaling methods for earthquake response spectrum[J].Journal of Structural Engineering,ASCE,1984,110(7):1533-1548.
[45]MATSUMURA K.On the intensity measures of strong motions related to structural failures[A].Proceedings of the10 th World Congress on Earthquake Engineering[C],1992:375-380.
[46]BAKER J W.Vector-value Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis[D].California:Stanford University,2005.
[47]HANCOCK J,BOMMER J J.Using spectral matched records to explore the influence of strong motion duration on inelastic structural response[J].Soil Dynamics and Earthquake Engineering,2007,27:291-299.
[2]KATO S,NAKAZAWA S.Estimation of static seismic loads for latticed domes supported by substructure frames with braces deteriorated due to bulcking[J].Journal of the International Association for Shell and Spatial Structures,2007,48(2):71-86.
[3]TAKEUCHI T,OGAWA T.Seismic response evaluation of lattice shell roofs using amplification factors[J].Journal of the International Association for Shell and Spatial Structures,2007,48(3):197-210
[4]YIN Y,HUANG X.Study on the accuracy of response spectrum method for long-span reticulated shells[J].International Journal of Space Structure,2009,24(1):29-35.
[5]DOBRY R,GAZETAS G.Dynamic response of arbitrarily shaped foundations[J].Journal of Geotechnical Engineering,1986,112(2):109-135.
[6]GAZETAS G.Horizontal stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1986,113(5):440-457.
[7]HATZIKONSTANTINO E.Rocking stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1989,115(4):457-472.
[8]GAZETAS G.Horizontal damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1986,113(5):458-475.
[9]FOTOPOULOU M.Rocking damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1989,115(4):473-490.
[10]GAZETAS G.Vertical response of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1985,111(5):750-771.
[11]AHMAD S.Torsional stiffness of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1992,118(8):1168-1185.
[12]AHMAD S.Torsional radiation damping of arbitrarily shaped embedded foundations[J].Journal of Geotechnical Engineering,1992,118(8):1186-1199.
[13]GAZETAS G.Formulas and charts for impedance of surface and embedded foundations[J].Journal of Geotechnical Engineering,1991,117(9):1363-1381.
[14]DUTTA C S.Response of low-rise buildings under seismic ground motion incorporating soil-structure interaction[J].Soil Dynamic and Earthquake Engineering,2004,24:893-914.
[15]BHATTACHARYA K.Effect of soil flexibility on dynamic behavior of building frames on raft foundation[J].Journal of Sound and Vibration,2004,274:111-135.
[16]BHATTACHARYA K.Assessing the lateral period of the building frames incorporating soil-flexibility[J].Journal of Sound and Vibration,2004,269:795-821.
[17]GALAL K,NAIMI M.Effect of soil conditions on the response of reinforced concrete tall structures to the near-fault earthquakes[J].The Structural Design of Tall and Special Buildings,2008,17:541-562.
[18]MATLOK H.Simulation of lateral pile behavior[A].Proceedings of Earthquake Engineering and Soil Dynamics,ASCE[C].Newyork,1978:600-619.
[19]KAGAWA T.Soil-pile-structure interaction of offshore structure during an earthquake[A],Proceedings of12 th Annual Offshore Technology Conference[C],1980,3:235-245.
[20]NOGAMI T.Nonlinear soil-pile interaction model for dynamic lateral motion[J].Journal of Geotechnical Engineering,ASCE,1992,118(1):889-106.
[21]WANG D W.Nonlinear seismic soil-pile-structure interaction[J].Earthquake Spectrum,1998,14(2):377-396.
[22]BOULANGER W R,Seismic soil-pile-structure interaction experiments and analysis[J],Journal of Geotechnical and Geoenvironmental Engineering,1999,125(9):750-759.
[23]NAGGAR M.Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis[J].Canadian Geotechnical Journal,2005,42:365-380.
[24]NAGGAR M.Dynamic analysis for laterally loaded piles and dynamic p-y curves[J].Canadian Geotechnical Journal,2000,37:1166-1183.
[25]GAJAN S.Numerical models for analysis and performance based design of shallow foundation subjected to seismic loading[R].University of California,Berkeley,2007.
[26]HARDEN C,HUTCHINSON T.Numerical modeling of the nonlinear cyclic response of shallow foundation[R].University of California,Berkeley,2005.
[27]KUTTER L B.Workshop on modeling of nonlinear cyclic load-deformation behavior of shallow foundations[R].University of California,Berkeley,2005.
[28]RAYCHOWDHURY P.Nonlinear Winkler-based Shallow Foundation Model for Performance Assessment of Seismically Loaded Structures[D].San Diego:University of California,2008.
[29]VELETSOS A S,NAIR V V.Seismic interaction of Structures on Hysteretic Foundations[R].Structure research at Rice,Report No.21,1974.
[30]AVILES J,PEPEZ-ROCHA L E.Effect of foundation embedment during building soil interaction[J].Earthquake Engineering and Structural Dynamics,1998,27:1523-1540.
[31]JENNINGS,P C,BIELAK J.Dynamics of building-soil interaction[J].Bulletin of Seismological Society of America,1973,63:9-48.
[32]BIELAK J.Modal analysis for building-soil interaction[J].Journal of Engineering Mechanics,1976,102:771-786.
[33]VELETSOS A S,PRASAD A M.Seismic interaction of structures and soils:stochastic approach[J].Journal of Structural Engineering,1989,115(4):935-956.
[34]KIM S,STEWART J P.Kinematic soil structure interaction from strong motion recordings[J].Journal of Geotechnical&Geoenviromental Engineering,2003,129(4):323-335.
[35]CHOPRA K A.Comparing response of SDOF system to near-fault and far-fault earthquake motions in the context of spectral regions[J].Earthquake Engineering&Structural Dynamics,2001,30:1769-1789.
[36]PRAVEEN K M.Response of building to near-field pulse-like ground motions[J].Earthquake Engineering&Structural Dynamics,1999,28:1309-1326.
[37]LIAO W I.Earthquake responses of RC moment frames subjected to near-fault ground motions[J].Earthquake Engineering&Structural Dynamics,2001,10:219-229.
[38]LIAO W I.Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions[J].EngineeringStructures,2004,26:2173-2183.
[39]DICLELI M.Effect of near-fault ground motion and damper characteristics on the seismic performance of chevron braced steel frames[J].Earthquake Engineering&Structural Dynamics,2007,36:927-948.
[40]GALAL K.Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes[J].The Structural Design of Tall and Special Buildings,2008,17:541-562.
[41]AMBRASEYS N N,DOUGLAS J D.Near-field horizontal and vertical earthquake ground motion[J].Soil Dynamics and Earthquake Engineering,2003,23:1-18.
[42]KUNNATH K S.Effect of near-fault vertical ground motions on seismic response of highway overcrossings[J].Journal of Bridge Engineering,2008,13(3):282-290.
[43]ELNASHAI A S,SARNO L D.Fundamentals of Earthquake Engineering[M].New York:John Wiley&Sons,Inc,2008.
[44]NAU J M,HALL W J.Scaling methods for earthquake response spectrum[J].Journal of Structural Engineering,ASCE,1984,110(7):1533-1548.
[45]MATSUMURA K.On the intensity measures of strong motions related to structural failures[A].Proceedings of the10 th World Congress on Earthquake Engineering[C],1992:375-380.
[46]BAKER J W.Vector-value Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis[D].California:Stanford University,2005.
[47]HANCOCK J,BOMMER J J.Using spectral matched records to explore the influence of strong motion duration on inelastic structural response[J].Soil Dynamics and Earthquake Engineering,2007,27:291-299.
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