摇摆耗能自复位钢结构研究发展
|
摘要
在国内外关于摇摆耗能钢结构体系研究成果的基础上,对其结构体系与受力特点进行总结分析:主要有节点摇摆耗能和整体摇摆耗能,试验研究表明,摇摆耗能自复位钢框架具有震后残余变形小、抗震性能良好、结构可恢复等优点,具有很好的工程应用前景。
Based on rocking energy steel system research results at home and abroad,its system structure and force features are summarized: joint rocking and overall rocking systems.Research test indicates that rocking energy dissipating self-centering steel frame has advantages such as small residual deformation,good seismic performance,and structure recovery ability,with good engineering application prospects.
Based on rocking energy steel system research results at home and abroad,its system structure and force features are summarized: joint rocking and overall rocking systems.Research test indicates that rocking energy dissipating self-centering steel frame has advantages such as small residual deformation,good seismic performance,and structure recovery ability,with good engineering application prospects.
引文
[1]郭彤,宋良龙.自定心钢框架抗震性能研究进展[J].地震工程与工程振动,2010,30(5):10,51-54.
[2]Christopoulos C,Filiatrault A,Uang C M,et al.Post-tensioned energy dissipating connections for moment-resisting steel frames[J].J.Struct.Eng.,2002,128(9):1111-1120.
[3]Ricles,J.M.,R.Sause,M.Garlock,et al.Post-Tensioned Seis-mic-Resistant Connections for Steel Frames[J].Journal of Structural Engineering,2010,127(2):113-121.
[4]Rojas P,Ricles J M,Sause R.Seismic performance of post-ten-sioned steel moment resisting frames with friction devices[J].Journal of structural engineering,2005(131):529.
[5]Garlock M M,Sause R,Ricles J M.Behavior and design of post-tensioned steel frame systems[J].Journal of structural engi-neering,2007(133):389.
[6]Midorikawa,M.,Azuhata,T.,Ishihara,T.and Wada,A..Sha-king table tests on seismic response of steel braced frames with column uplift.Earthquake Engineering and Structural Dynam-ics,2010,35(14):1767-1785.
[7]Pollino M,Bruneau M.Seismic retrofit of bridge steel truss piers using a controlled rocking approach.J Bridge Eng ASCE,2007,12(5):60-63.
[8]Roke,D.,R.Sause,J.,mRicles,C.Y.Seo and K.S.Lee.Self-Ce-ntering Seismic-Resistant Steel Concentrically-Braced Frames,Proceedings,Eighth U.S.National Conference on Earthquake Engineering,San Francisco,April,EERI.
[9]Deierlein,G.G.,Hajjar,J.F.,Eatherton,M.,Billington,S.,Krawinkler,H.and Ma,X..Seismically Resilient Steel Braced Frame Systems with Controlled Rocking and Energy Dissipa-ting Fuses,George E Brown Jr.Network for Earthquake Engi-neering Simulation(NEES)7th Annual Meeting,June23-25,2009,Honolulu,Hawaii.
[10]Eatherton,M.,Hajjar,J.F.,Deierlein,G.G.,Krawinkler,H.,Billington,S.and Ma,X..Controlled Rocking of Steel-Framed Buildings with Replaceable Energy-Dissipating Fu-ses,Proceedings of the14th World Conference on Earthquake Engineering,Beijing,China,October,2008:12-17.
[2]Christopoulos C,Filiatrault A,Uang C M,et al.Post-tensioned energy dissipating connections for moment-resisting steel frames[J].J.Struct.Eng.,2002,128(9):1111-1120.
[3]Ricles,J.M.,R.Sause,M.Garlock,et al.Post-Tensioned Seis-mic-Resistant Connections for Steel Frames[J].Journal of Structural Engineering,2010,127(2):113-121.
[4]Rojas P,Ricles J M,Sause R.Seismic performance of post-ten-sioned steel moment resisting frames with friction devices[J].Journal of structural engineering,2005(131):529.
[5]Garlock M M,Sause R,Ricles J M.Behavior and design of post-tensioned steel frame systems[J].Journal of structural engi-neering,2007(133):389.
[6]Midorikawa,M.,Azuhata,T.,Ishihara,T.and Wada,A..Sha-king table tests on seismic response of steel braced frames with column uplift.Earthquake Engineering and Structural Dynam-ics,2010,35(14):1767-1785.
[7]Pollino M,Bruneau M.Seismic retrofit of bridge steel truss piers using a controlled rocking approach.J Bridge Eng ASCE,2007,12(5):60-63.
[8]Roke,D.,R.Sause,J.,mRicles,C.Y.Seo and K.S.Lee.Self-Ce-ntering Seismic-Resistant Steel Concentrically-Braced Frames,Proceedings,Eighth U.S.National Conference on Earthquake Engineering,San Francisco,April,EERI.
[9]Deierlein,G.G.,Hajjar,J.F.,Eatherton,M.,Billington,S.,Krawinkler,H.and Ma,X..Seismically Resilient Steel Braced Frame Systems with Controlled Rocking and Energy Dissipa-ting Fuses,George E Brown Jr.Network for Earthquake Engi-neering Simulation(NEES)7th Annual Meeting,June23-25,2009,Honolulu,Hawaii.
[10]Eatherton,M.,Hajjar,J.F.,Deierlein,G.G.,Krawinkler,H.,Billington,S.and Ma,X..Controlled Rocking of Steel-Framed Buildings with Replaceable Energy-Dissipating Fu-ses,Proceedings of the14th World Conference on Earthquake Engineering,Beijing,China,October,2008:12-17.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心