Earthquake Engineering Research Institute(EERI).The hyogoken Nanbu Earthquake of January 17,1995 prelmiinary reconnaissance report[R].Oak land,CA,Rep.No.95-04,1995.
[2]
S Muthukum ar,R Des Roches.Evaluation of mipact models for seismic pounding[A].Proc.of 13th World Con ference on Earthquake Engineering,Vancouver,B.C.Canada,2004.
[3]
Athanasiadou C J,Penelis G G.Seismic response of ad jacent buildings with similar or different dynamic characteristics[J].Earthquake Spectra,1994,10(2):293~317.
[4]
Mouzak is H P,Papadrakakis M.Three dmiensional nonlinear building pounding with friction during earthquakes[J].Journal of Earthquake Engineering,2004,8(1):107~132.
[5]
Jankowski R,Wilde K,Fuzino Y.Pounding of superstructure segments in isolated elevated bridge during earthquakes[J].Earthquake Engineering and Structural Dynamics,1998,27(5):487~502.
[6]
Chau K T,Wei X X.Pounding of structures modeled as nonlinear mipacts of two oscillators[J].Earthquake Engineering and Structural Dynamics,2001,30(5):633~651.
[7]
Zhu Ping.Seismic analysis and serviceability evaluation of elevated bridges on 3D modeling with pounding effects of girders[D].Ph.D.Dissertation,The University of Tokyo,Tokyo,2001.
[8]
Zhu Ping,Abe M,Fujino Y.Modeling three dimensional nonlinear seismic performance of elevated bridges with emphasis on pounding of girders[J].Earthquake Engineering and Structural Dynamics.2002,31:1891~1913.
[9]
Kawashmia K,Penzien J.Theoretical and experimental dynamic behavior of a curved model bridge stru cture[J].Earthquake Engineering and Structural Dynamics,1979,7:129~145.
[10]
Jiachen Wang,Athol Carr,Nigel Cooke,et al.Effects of spatial variation of seismic inputs on bridge longitudinal response[A].Proc.Of 13th World Conference on Earthquake Engineering[C].Van couver,B.C.Canada,2004.
[11]
Nawawi Chouw,Hong Hao.Reduction of pounding responses of bridges girders with soil structure in teraction effects to spatial near source ground motions[A].Proc.of 13th World Conference on Earthquake Engineering[C].Vancouver,B.C.Canada,2004.
[12]
Kim Sanghyo,Lee Sangwoo.Dynamic behaviors of the bridge considering pounding and friction effects under seismic excitations[J].Journal of Structural Engineering and Mechanics.2000,(10):621~633.
[13]
SaadeghvaziriM A,Yazdani Motlagh A R,Rashidi S.Effects of soil structure in teraction on longitudinal seismic response of MSSS bridges[J].J.of Soil Dynamics and Earthquake Engineering,2000,(20):231~242.
[14]
Des Roches R,Eunsoo Choi,Roberto TLeon.Seismic response of multiple spansteel bridges in central and southeastern United States:IAsbuilt[J].Journal of Bridge Engineering,2004,9(5):464~472.
[15]
Hong Hao.Aparametric study of the required seating length for bridge deck sduring earthquake[J].Earthquake Engineering and Structural Dynamics,1998,(27):91~103.
[16]
Joseph Penzien.Evaluation of building separation distance required to prevent pounding during strong earthquakes[J].Earthquake Engineering and Structural Dynamics,1997,(26):849~858.
[17]
Stefano Berton,Hans Strandgaard,J E Bolander.Effects of nonlinear fluid viscou sdampers on the size of expansion joints of multi spanper stressed concrete segmental box girders bridges[A].proc.of 13th world conference on earthquake engineering[C].Vancouver,B.C.Canada,2004.
[18]
Reginald Des Roches,Eunsoo Choi,Roberto TLeon.Seismic response of multiple spansteel bridges in central and southeastern United States.Ⅱ Retrofitted[J].Journal of Bridge Engineering,2004,9(5):473~479.
[19]
Ruagnrassamee A,Kawashima K.Control of nonlinear bridge response with pounding effect by variable dampers[J].Engineering Structures,2003,(25):593~606.
[20]
Makola M,Abdullah,Jameel,et al.Use of a shared tuned mass damper(STMD) to reduce vibration and pounding in adjacent structures[J].Earthquake Engineering and Structural Dynamics,2001,(30):1185~1201.
[21]
Reginald Des Roches.Seismic mitigation of bridges using smart restrainers[A].Proc.of the SPIE Con ference on Smart System for Bridges,Structures,and Highways[C].California,1999.
[22]
Priestley M J N,Seible F,Calvi G M.Seismic design and retrofit of bridge[M].USA,New York:John Wiley and Sons IN C.,1996.
[23]
Earthquake Engineering Research Institute(EERI).Northridge earthquake reconnaissance report,Vo.l 1[R].1995,95-03,EER,I Oak land,Calif,Rep.No.95-03,1995.
[24]
Earthquake Engineering Research Institute(EERI).1999 ChiChi,Taiwan earthquake reconnaissance report[R].EER,I Oak land,Cali,f Rep.No.01-04,2001.
Papad rakakis M,Mouzakis H,Plevris N,et al.Alarge multiplier solution method for pounding of building during earthquakes[J].Earthquake Engineering and Structural Dynamics,1991,20:981~998.
[27]
Malhotra P K.Dynamics of seismic pounding at expan sion joints of concrete bridges[J].Journal of Engineering Mechanics,1998,124(7):794~802.
[28]
Maison B F,Kasai K.Analysis for type of structural pounding[J].Journal of Structural Engineering,ASCE,1990,116(4):957~975.
[29]
Anagnostopoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering and Structural Dynamics,1988,16(3):443~456.
[30]
Anagnostopoulos S A.Equivalent viscous damping for modeling inelastic im pacts in earthquake pounding problems[J].Earthquake Engineering and Structural Dynamics,2004,33:897~902.
[31]
Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems[J].Computers& Structures,1998,66(1):79~92.
[32]
Chau K T,Wei X X,Guo X.Experimental and theoretical smiulations of seismic poundings between wtoadjacent structures[J].Earthquake Engineering and Structural Dynamics,2003,32:537~554.
[33]
H unt K H,Crossley F R E.Coefficient of restitution in terpreted as damping in vibromipact[J].ASME,Journal of Applied Mechanics,1975,42(2):440~445.
[34]
Zhu Ping,Abe M,Fujino Y.A 3D contact friction model for pounding at bridges during earthquakes[A].Proc.of 1 st M.I T.Conference on Computational Fluid and Solid Mechanics[C].2001:575~578.
[35]
DesRoches R,Muthukumar S.Effect of pounding and restrainers on seismic response of multiple frame bridges[J].Journal of Structural Engineering,2002,128(7):860~869.
[36]
Giovanna Zanardo,HongH ao,Claudio Modena.Seismic response of multi spansmiply supported bridges to a spatially varying earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,2002,31:1325~1345.
[37]
Sang Hoon Kim.Masanobu Shinozuka.Effects of seismically induced pounding at expansion joints of concrete bridge[J].Journal of Engineering M echan ics,2003,129(11):1225~1234.
[38]
Maragakis E A,Thornton G,Saidi M.Asimple nonlinear model for the investigation of the effects of the gap closure at the abutment joints of short bridges[J].Earthquake Engineering and Structural Dynamics.1989,(18):1163~1178.
Jeng Hsiang Lin,Cheng Chiang Weng.Probability analysis of seismic pounding of adjacent buildings[J].Earthquake Engineering and Structural Dynamics,2001,(30):1539~1557.
[41]
Jeng Hsiang Lin.Separation distance to avoid seismic pounding of adjacent buildings[J].Earthquake Engineering and Structural Dynamics,1997,(26):395~403.
[42]
Van Jeng,Kazuhiko Kasai.Spectral relative motion of two structures dueto seismic travel waves[J].Journal of Structural Engineering.1996,122(10):1128~1135.
[43]
Kazuhiko Kasai,R Jagiasi,Van Jeng.Inelastic vibration phase theory for seismic pounding mitigation[J].Journal of Structural Engineering,1996,122(10):1136~1146.
[44]
Ping Zhu,Masato Abe,Yozo Fujino.Valuation of pounding countermeasures and serviceability of elevated bridges during seismic excitation using 3D modeling[J].Earthquake Engineering and Structural Dynamics,2004,(33):591~609.
[45]
Kim J M,Feng M Q,Shinozuka M.Energy dissipating restrainers for highway bridges[J].Journal of Soil Dynamics and Earthquake Engineering,2000,(19):65~69.
[46]
Robert Jankow ski,Krzyszt of Wilde,Yozo Fujino.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Structural Dynamics,2000,(29):195~212.
[47]
Hiroshi Zui,Yoshio Namita.A pp licat ion of energy absorbing connecters to steel continuous girder bridges[A].Proc.of 13th World Conference on Earthquake Engineering[C].Vancouver,B.C.Canada,2004.