相邻结构地震碰撞研究简述
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摘要
简要回顾和总结了迄今为止的相邻结构碰撞研究的一些成果。此外,还提及除了设置足够抗震缝外的一些避免或减轻碰撞的途径。
In the paper,some research achievements of the seismic pounding of adjacent buildings are reviewed and summarized.In addition,some solutions to the seismic pounding problem are presented except the seismic separa- tion of the adjacent buildings.
In the paper,some research achievements of the seismic pounding of adjacent buildings are reviewed and summarized.In addition,some solutions to the seismic pounding problem are presented except the seismic separa- tion of the adjacent buildings.
引文
[1] Anagnostnpoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering & Structural Dynamics,1988,16(3) :443-456．
[2] Atbanassiadou C J,Penelis G G,Kappns A J.Seismic response of adjacent buildings with similar or different dynamic characteristics[J].Earthquake Spectra,1994,10 (2) :293-317．
[3] Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering & Structural Dynamics,2001,30(5) :633-651．
[4] Davis R O.Pounding of buildings modeled by an impact oscillator,Earthquake Engineering & Structural Dynamics,1992,21 (3) :253-274．
[5] Hao H,Shen J.Estimation of relative displacement of two adjacent asymmetric structures[J].Earthquake Engineering & Structural Dynamics[J].2001,30(1) :81-96．
[6] Jagiasi A R,Kasai K.Estimate and control of relative displacement between adjacent structures[ A].Eleventh World Conference on Earthquake Engineering [computer file] [C],Pergamon,Elsevier Science Ltd.,1996,Disc 4,Paper No.2107
[7] Jeng V,Kasai K,Maisou B F.A spectral difference method tu estimate building separations to avoid pounding[J],Earthquake Spectra.1992,8(2) :201-223．
[8] Jing H-S,Young M.Random response of a single-degree-of-freedom vibro-impact system with clearance[J].Earthquake Engineering & Structural Dynamics,1990,19 (6) :789-798．
[9] Kasai K,Jagiasi A R,Jeng V.Inelastic vibration phase thenry for seismic pounding mitigation[J].Journal of Structural Engineering,1996,122(10) :1136-1146．
[10] Leibovich E,Rutenberg A,Yankelevsky D Z.On eccentric seismic peunding of symmetric buildings[J],Earthquake Engineering & Structural Dynamics,1996,25 (3) :219-233．
[11] Maison B F,Kasai K.Analysis fnr type of structural pounding[J].Jnurnal of Structural Engineering,1990,116(4) :957-977．
[12] Papadrakakis M.et at.A Lagrange multiplier solution method for pounding of buildings during earthquakes[ J ].Earthquake Engineering & Structural Dynamics,1991,20(11) :981-998．
[13] Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering & Structural Dynamics,2001,30(10) :1511-1538．
[14] Schmid G,Chouw N.Soil-structure interaction effects on structural pomading[ A ].Proceedings of the Tenth World Confference on Earthquake Engineering[ C] ,A.A.Balkema,Rotterdam,1992,Vol.3,pages 1651-1656．
[15] Papadrakakis M ,et al.Three-dimensinnal simulation of structural pounding during earthquakes[J].Journal nf Engineering Mechanics,1996,122(5) :423-431．
[16] Filiatrault A,Wagner P,Cherry S.Analytical prediction of experimental building pounding[J].Earthquake Engineering & Structural Dynamics,1995,24(8) :1131-1154．
[17] Conoscente J P,Hamburger R O,Johnson J J.Dynamic analysis of impacting structural systems[A].Proceedings of the Tenth World Conference on Earthquake Engineering[C].A.A.Balkema,Rotterdam,1992,Vol.7:3899-3903．
[18] Lin J H.Separation distance to avoid seismic poundiag of adjacent buildings[J].Earthquake Engineering & Structural l)ynamics,1997,26(3) :395-403．
[19] Papadrakakis M anti Mouzakis H P.Earthquake simulator testing of pounding between adjacent buildings[J].Earthquake Engineering & Structural Dynamics,1995,24 (6) :811-834．
[20] Abdullah M,et al.Use of a shared tuned mass damper (STMI)) to reduce vibration and pounding in adjacent structures,Earthquake Engineering & Structural Dynamics,2001,30(8) :1185-1201．
[21] Chau K T,Wei X X.Experimental and theoretical simulation of seismic poundings between two adjacent structures[J].Earthquake Engineering & Structural Dynamics,2003,32(4) :537-554．
[22] 孙焕纯,宋亚新,刘巍.结构碰撞的动力响应分析[J].计算结构力学及其应用,1994,11(1) :31-42．
[2] Atbanassiadou C J,Penelis G G,Kappns A J.Seismic response of adjacent buildings with similar or different dynamic characteristics[J].Earthquake Spectra,1994,10 (2) :293-317．
[3] Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering & Structural Dynamics,2001,30(5) :633-651．
[4] Davis R O.Pounding of buildings modeled by an impact oscillator,Earthquake Engineering & Structural Dynamics,1992,21 (3) :253-274．
[5] Hao H,Shen J.Estimation of relative displacement of two adjacent asymmetric structures[J].Earthquake Engineering & Structural Dynamics[J].2001,30(1) :81-96．
[6] Jagiasi A R,Kasai K.Estimate and control of relative displacement between adjacent structures[ A].Eleventh World Conference on Earthquake Engineering [computer file] [C],Pergamon,Elsevier Science Ltd.,1996,Disc 4,Paper No.2107
[7] Jeng V,Kasai K,Maisou B F.A spectral difference method tu estimate building separations to avoid pounding[J],Earthquake Spectra.1992,8(2) :201-223．
[8] Jing H-S,Young M.Random response of a single-degree-of-freedom vibro-impact system with clearance[J].Earthquake Engineering & Structural Dynamics,1990,19 (6) :789-798．
[9] Kasai K,Jagiasi A R,Jeng V.Inelastic vibration phase thenry for seismic pounding mitigation[J].Journal of Structural Engineering,1996,122(10) :1136-1146．
[10] Leibovich E,Rutenberg A,Yankelevsky D Z.On eccentric seismic peunding of symmetric buildings[J],Earthquake Engineering & Structural Dynamics,1996,25 (3) :219-233．
[11] Maison B F,Kasai K.Analysis fnr type of structural pounding[J].Jnurnal of Structural Engineering,1990,116(4) :957-977．
[12] Papadrakakis M.et at.A Lagrange multiplier solution method for pounding of buildings during earthquakes[ J ].Earthquake Engineering & Structural Dynamics,1991,20(11) :981-998．
[13] Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering & Structural Dynamics,2001,30(10) :1511-1538．
[14] Schmid G,Chouw N.Soil-structure interaction effects on structural pomading[ A ].Proceedings of the Tenth World Confference on Earthquake Engineering[ C] ,A.A.Balkema,Rotterdam,1992,Vol.3,pages 1651-1656．
[15] Papadrakakis M ,et al.Three-dimensinnal simulation of structural pounding during earthquakes[J].Journal nf Engineering Mechanics,1996,122(5) :423-431．
[16] Filiatrault A,Wagner P,Cherry S.Analytical prediction of experimental building pounding[J].Earthquake Engineering & Structural Dynamics,1995,24(8) :1131-1154．
[17] Conoscente J P,Hamburger R O,Johnson J J.Dynamic analysis of impacting structural systems[A].Proceedings of the Tenth World Conference on Earthquake Engineering[C].A.A.Balkema,Rotterdam,1992,Vol.7:3899-3903．
[18] Lin J H.Separation distance to avoid seismic poundiag of adjacent buildings[J].Earthquake Engineering & Structural l)ynamics,1997,26(3) :395-403．
[19] Papadrakakis M anti Mouzakis H P.Earthquake simulator testing of pounding between adjacent buildings[J].Earthquake Engineering & Structural Dynamics,1995,24 (6) :811-834．
[20] Abdullah M,et al.Use of a shared tuned mass damper (STMI)) to reduce vibration and pounding in adjacent structures,Earthquake Engineering & Structural Dynamics,2001,30(8) :1185-1201．
[21] Chau K T,Wei X X.Experimental and theoretical simulation of seismic poundings between two adjacent structures[J].Earthquake Engineering & Structural Dynamics,2003,32(4) :537-554．
[22] 孙焕纯,宋亚新,刘巍.结构碰撞的动力响应分析[J].计算结构力学及其应用,1994,11(1) :31-42．
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