震后可恢复功能的预应力钢结构体系研究展望
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摘要
作者从震后可恢复功能的钢框架体系、钢框架-中心支撑体系、钢柱脚、钢支撑、钢板剪力墙等5个方面对国内外研究现状进行综述与分析,指出了震后可恢复功能的预应力钢结构需要进一步深入研究的结构体系、构件和节点构造等关键问题.
The anthors provided a literature review of steel self-centering systems,including self-centering moment resisting frame,self-centering concentrically-braced frame,post-tensioned column bases,self-centering energy dissipative bracing system and self-centering steel plate shear walls.The key problems about structures,elements and connection details which need to be further investigated were proposed.
The anthors provided a literature review of steel self-centering systems,including self-centering moment resisting frame,self-centering concentrically-braced frame,post-tensioned column bases,self-centering energy dissipative bracing system and self-centering steel plate shear walls.The key problems about structures,elements and connection details which need to be further investigated were proposed.
引文
[1]MILLER D K.Lessons learned from the Northridgeearthquake[J].Engineering Structure,1998,20(4):249-260
[2]SAC Joint Venture.Recommended seismic design criteriafor new steel moment-frame buildings FEMA350[S].Washington D C:Federal Emergency ManagementAgency,2000.
[3]日本建築学会.鋼構造接合部設計指針[S].东京:日本建築学会,2001.Architectural Institute of Japan.Design recommendation forjoint of steel structures[S].Tokyo:Architectural Instituteof Japan,2001.(in Japanese)
[4]邢燕,牛荻涛.基于结构性能的抗震设计与抗震评估方法综述[J].西安建筑科技大学学报:自然科学版,2005,37(1):24-28.XING Yan,NIU Di-tao.Summarization of performance-based seismic design and evaluation method[J].Journalof Xi'an University of Architecture&Technology:NatureScience Edition,2005,37(1):24-28.(in Chinese)
[5]吕西林,陈云,毛苑君.结构抗震设计的新概念-可恢复功能结构[J].同济大学学报,2011,39(7):941-948.LYU Xi-lin,CHEN Yun,MAO Yuan-jun.New concept ofstructural seismic design:earthquake resilient structures[J].Journal of Tongji University:Nature Science Edition,2011,39(7):941-948.(in Chinese)
[6]周颖,吕西林.摇摆结构及震后可恢复功能的结构研究综述建筑结构学报,2011,32(9):1-10.ZHOU Ying,LYU Xi-lin.State-of-the-art on rocking andself-centering structures[J].Journal of BuildingStructure,2011,32(9):1-10.(in Chinese)
[7]GARLOCK M M,RICLES J M,SAUSE R,et al.Post-tensioned seismic resistant connections for steel frames[C]∥Structural Stability Research Council ConferenceWorkshop.Rolla Missouri:Structural Stability ResearchCouncil,1998.
[8]RICLES J,SAUSE R,GARLOCK M,et al.Post-tensioned seismic-resistant connections for steel frames[J].Journal of Structural Engineering,2001,127(2):113-121.
[9]RICLES J,SAUSE R,PENG S W,et al.Experimentalevaluation of earthquake resistant post-tensioned steelconnections[J].Journal of Structural Engineering,2002,128(7):850-859.
[10]GARLOCK M.Design,analysis,and experimentalbehavior of seismic resistant post-tensioned steel momentresisting frames[D].Bethlehem,Pennsylvania:Department of Civil and Environment Engineering,LehighUniversity,2002.
[11]CHRISTOPOULOS C,FILIATRAULT A,UANG C M,etal.Post-tensioned energy dissipating connections formoment-resisting steel frames[J].Journal of StructuralEngineering,2002,128(9):1111-1120.
[12]CHRISTOPOULOS C,FILIATRAULT A,UANG C M.Behavior of steel moment resisting frames with post-tensioned energy dissipating connections[C]∥U.S.National Conference on Earthquake Engineering(7NCEE).Oakland clifornia:Earthquake EngineeringResearch Institute,2002.
[13]GARLOCK M,RICLES J,SAUSE R.Cyclic load testsand analysis of bolted top-and-seat angle connections[J].Journal of Structural Engineering,2003,129(12):1615-1625.
[14]GARLOCK M,RICLES J,SAUSE R.Experimentalstudies on full-scale post-tensioned steel connections[J].Journal of Structural Engineering,2005,131(3):438-448.
[15]APOSTOLAKIS G.Evolutionary aseismic design of self-centering post-tensioned energy dissipating steel frames[D].Buffalo,New York:Department of Civil,Structural&Environmental Engineering,State Universityof New York,2006.
[16]ROJAS P,RICLES J M,SAUSE R.Seismic performanceof post-tensioned steel moment resisting frames withfriction devices[J].Journal of Structural Engineering,2005,131(4):529-540.
[17]GARLOCK M,SAUSE R,RICLES J.Behavior anddesign of post-tensioned steel frames[J].Journal ofStructural Engineering,2007,133(3):389-399.
[18]GARLOCK M M,RICLES J M,SAUSE R.Influence ofdesign parameters on seismic response of post-tensioned steel MRF systems[J].Engineering Structures,2008,30:1037-1047.
[19]KIM H J,CHRISTOPOULOS C.Friction damped post-tensioned self-centering steel moment-resisting frames[J].Journal of Structural Engineering,2008,134(11):1768-1779.
[20]IYAMA J,SEO C Y,RICLES J M,et al.Self-centeringMRFs with bottom flange friction devices underearthquake loading[J].Journal of Constructional SteelResearch,2009,65:314-325.
[21]WOLSKI M,RICLES J M,SAUSE R.Experimentalstudy of a self-centering beam-column connection withbottom flange friction device[J].Journal of StructuralEngineering,2009,135(5):479-488.
[22]RICLES J M,SAUSE R R,LIN ying-cheng,et al.Self-centering moment connections for damage-free seismicresponse of steel MRFs[C]∥Structures Congress 2010.Reston Virginia:American Society of Civil Engineers,2010
[23]LIN Y C,RICLES J M,SAUSE R.Earthquakesimulations on a self-centering steel moment resistingframe with web friction devices[C]∥Structures Congress2009.Reston Virginia:American Society of CivilEngineers,2009.
[24]潘振华,潘鹏,叶列平,等.自复位钢框架节点有限元模拟及参数分析[J].建筑结构学报,2011,32(3):35-42.PAN Zhen-hua,PAN Peng,YE Lie-ping,et al.Modeling and parametric study of beam to columnconnection for self centering steel moment frames[J].Journal of Building Structures,2011,32(3):35-42.(inChinese)
[25]PAN Peng,PAN Zhen-hua.Experimental studies of full-scale self-centering beam-to-column exterior connection[C]∥International Conference on Electric Technologyand Civil Engineering 2011(ICETCE).Los Alamitos,CA:Institute of Electrical and Electronics Engineers(IEEE),2011.
[26]ROKE D,GONNER N,SAUSE R,et al.Designconcepts for damage-free seismic-resistant self-centeringsteel concentrically-braced frames[C]∥StructuresCongress 2009.Reston Virginia:American Society ofCivil Engineers,2009.
[27]SAUSE R,RICLES J M,ROKE D A,et al.Large-scaleexperimental studies of damage-free self-centeringconcentrically-braced frame under seismic loading[C]∥Structures Congress 2010.Reston Virginia:AmericanSociety of Civil Engineers,2010.
[28]CHI Hoseok,LIU Judy,GARLOCK M.Design andanalytical validation of post-tensioned column bases[C]∥18th Analysis and Computation Specialty Conference atStructures Congress.Reston Virginia:American Societyof Civil Engineers,2008.
[29]CHI Hoseok.Development of post-tensioned column baseconnection for self-centering seismic resistant steel frame[D].West Lafayette,Indiana:Civil EngineeringInstitute,Purdue University,2009.
[30]CHRISTOPOULOS C,TREMBLAY R,KIM H J,et al.Self-centering energy dissipative bracing system for theseismic resistance of structures:development andvalidation[J].Journal of Structural Engineering,2008,134(1):96-107.
[31]CLAYTON P M,WINKLEY T B,BERMAN J W,et al.Experimental investigation of self-centering steel plateshear walls[C]∥Structural Congress 2012.RestonVirginia:American Society of Civil Engineers,2012.
[32]CLAYTON P M,BERMAN J W,LOWES L N.Seismicdesign and performance of self-centering steel plate shearwalls[J].Journal of Structural Engineering,2012,138(1):22-30.
[33]CLAYTON P M,DOWDEN D M,PURBA R,et al.Seismic design and analysis of self-centering steel plateshear walls[C]∥Structural Congress 2011.RestonVirginia:American Society of Civil Engineers,2011.
[34]刘学春,许可冉,张爱林.高性能钢预应力撑杆柱整体稳定性能研究[J].建筑结构学报,2011,32(11):156-161.LIU Xue-chun,XU Ke-ran,ZHANG Ai-lin.Study onstability behavior of HPS-prestressed stayed column[J].Journal of Building Structures,2011,32(11):156-161.(in Chinese)
[35]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):49-56.GUO Tong,SONG Liang-Long.Research anddevelopment in seismic behavior of self-centering steelframes[J].Journal of Earthquake Engineering andEngineering Vibration,2010,30(5):49-56.(inChinese)
[36]葛家琪,张爱林,杨维国,等.基于性能的大跨度钢结构设计研究[J].建筑结构学报,2011,32(12):29-36.GE Jia-qi,ZHANG Ai-lin,YANG Wei-guo,et al.Performance based design and research of large span steelstructures[J].Journal of Building Structures,2011,32(12):29-36.(in Chinese)
[2]SAC Joint Venture.Recommended seismic design criteriafor new steel moment-frame buildings FEMA350[S].Washington D C:Federal Emergency ManagementAgency,2000.
[3]日本建築学会.鋼構造接合部設計指針[S].东京:日本建築学会,2001.Architectural Institute of Japan.Design recommendation forjoint of steel structures[S].Tokyo:Architectural Instituteof Japan,2001.(in Japanese)
[4]邢燕,牛荻涛.基于结构性能的抗震设计与抗震评估方法综述[J].西安建筑科技大学学报:自然科学版,2005,37(1):24-28.XING Yan,NIU Di-tao.Summarization of performance-based seismic design and evaluation method[J].Journalof Xi'an University of Architecture&Technology:NatureScience Edition,2005,37(1):24-28.(in Chinese)
[5]吕西林,陈云,毛苑君.结构抗震设计的新概念-可恢复功能结构[J].同济大学学报,2011,39(7):941-948.LYU Xi-lin,CHEN Yun,MAO Yuan-jun.New concept ofstructural seismic design:earthquake resilient structures[J].Journal of Tongji University:Nature Science Edition,2011,39(7):941-948.(in Chinese)
[6]周颖,吕西林.摇摆结构及震后可恢复功能的结构研究综述建筑结构学报,2011,32(9):1-10.ZHOU Ying,LYU Xi-lin.State-of-the-art on rocking andself-centering structures[J].Journal of BuildingStructure,2011,32(9):1-10.(in Chinese)
[7]GARLOCK M M,RICLES J M,SAUSE R,et al.Post-tensioned seismic resistant connections for steel frames[C]∥Structural Stability Research Council ConferenceWorkshop.Rolla Missouri:Structural Stability ResearchCouncil,1998.
[8]RICLES J,SAUSE R,GARLOCK M,et al.Post-tensioned seismic-resistant connections for steel frames[J].Journal of Structural Engineering,2001,127(2):113-121.
[9]RICLES J,SAUSE R,PENG S W,et al.Experimentalevaluation of earthquake resistant post-tensioned steelconnections[J].Journal of Structural Engineering,2002,128(7):850-859.
[10]GARLOCK M.Design,analysis,and experimentalbehavior of seismic resistant post-tensioned steel momentresisting frames[D].Bethlehem,Pennsylvania:Department of Civil and Environment Engineering,LehighUniversity,2002.
[11]CHRISTOPOULOS C,FILIATRAULT A,UANG C M,etal.Post-tensioned energy dissipating connections formoment-resisting steel frames[J].Journal of StructuralEngineering,2002,128(9):1111-1120.
[12]CHRISTOPOULOS C,FILIATRAULT A,UANG C M.Behavior of steel moment resisting frames with post-tensioned energy dissipating connections[C]∥U.S.National Conference on Earthquake Engineering(7NCEE).Oakland clifornia:Earthquake EngineeringResearch Institute,2002.
[13]GARLOCK M,RICLES J,SAUSE R.Cyclic load testsand analysis of bolted top-and-seat angle connections[J].Journal of Structural Engineering,2003,129(12):1615-1625.
[14]GARLOCK M,RICLES J,SAUSE R.Experimentalstudies on full-scale post-tensioned steel connections[J].Journal of Structural Engineering,2005,131(3):438-448.
[15]APOSTOLAKIS G.Evolutionary aseismic design of self-centering post-tensioned energy dissipating steel frames[D].Buffalo,New York:Department of Civil,Structural&Environmental Engineering,State Universityof New York,2006.
[16]ROJAS P,RICLES J M,SAUSE R.Seismic performanceof post-tensioned steel moment resisting frames withfriction devices[J].Journal of Structural Engineering,2005,131(4):529-540.
[17]GARLOCK M,SAUSE R,RICLES J.Behavior anddesign of post-tensioned steel frames[J].Journal ofStructural Engineering,2007,133(3):389-399.
[18]GARLOCK M M,RICLES J M,SAUSE R.Influence ofdesign parameters on seismic response of post-tensioned steel MRF systems[J].Engineering Structures,2008,30:1037-1047.
[19]KIM H J,CHRISTOPOULOS C.Friction damped post-tensioned self-centering steel moment-resisting frames[J].Journal of Structural Engineering,2008,134(11):1768-1779.
[20]IYAMA J,SEO C Y,RICLES J M,et al.Self-centeringMRFs with bottom flange friction devices underearthquake loading[J].Journal of Constructional SteelResearch,2009,65:314-325.
[21]WOLSKI M,RICLES J M,SAUSE R.Experimentalstudy of a self-centering beam-column connection withbottom flange friction device[J].Journal of StructuralEngineering,2009,135(5):479-488.
[22]RICLES J M,SAUSE R R,LIN ying-cheng,et al.Self-centering moment connections for damage-free seismicresponse of steel MRFs[C]∥Structures Congress 2010.Reston Virginia:American Society of Civil Engineers,2010
[23]LIN Y C,RICLES J M,SAUSE R.Earthquakesimulations on a self-centering steel moment resistingframe with web friction devices[C]∥Structures Congress2009.Reston Virginia:American Society of CivilEngineers,2009.
[24]潘振华,潘鹏,叶列平,等.自复位钢框架节点有限元模拟及参数分析[J].建筑结构学报,2011,32(3):35-42.PAN Zhen-hua,PAN Peng,YE Lie-ping,et al.Modeling and parametric study of beam to columnconnection for self centering steel moment frames[J].Journal of Building Structures,2011,32(3):35-42.(inChinese)
[25]PAN Peng,PAN Zhen-hua.Experimental studies of full-scale self-centering beam-to-column exterior connection[C]∥International Conference on Electric Technologyand Civil Engineering 2011(ICETCE).Los Alamitos,CA:Institute of Electrical and Electronics Engineers(IEEE),2011.
[26]ROKE D,GONNER N,SAUSE R,et al.Designconcepts for damage-free seismic-resistant self-centeringsteel concentrically-braced frames[C]∥StructuresCongress 2009.Reston Virginia:American Society ofCivil Engineers,2009.
[27]SAUSE R,RICLES J M,ROKE D A,et al.Large-scaleexperimental studies of damage-free self-centeringconcentrically-braced frame under seismic loading[C]∥Structures Congress 2010.Reston Virginia:AmericanSociety of Civil Engineers,2010.
[28]CHI Hoseok,LIU Judy,GARLOCK M.Design andanalytical validation of post-tensioned column bases[C]∥18th Analysis and Computation Specialty Conference atStructures Congress.Reston Virginia:American Societyof Civil Engineers,2008.
[29]CHI Hoseok.Development of post-tensioned column baseconnection for self-centering seismic resistant steel frame[D].West Lafayette,Indiana:Civil EngineeringInstitute,Purdue University,2009.
[30]CHRISTOPOULOS C,TREMBLAY R,KIM H J,et al.Self-centering energy dissipative bracing system for theseismic resistance of structures:development andvalidation[J].Journal of Structural Engineering,2008,134(1):96-107.
[31]CLAYTON P M,WINKLEY T B,BERMAN J W,et al.Experimental investigation of self-centering steel plateshear walls[C]∥Structural Congress 2012.RestonVirginia:American Society of Civil Engineers,2012.
[32]CLAYTON P M,BERMAN J W,LOWES L N.Seismicdesign and performance of self-centering steel plate shearwalls[J].Journal of Structural Engineering,2012,138(1):22-30.
[33]CLAYTON P M,DOWDEN D M,PURBA R,et al.Seismic design and analysis of self-centering steel plateshear walls[C]∥Structural Congress 2011.RestonVirginia:American Society of Civil Engineers,2011.
[34]刘学春,许可冉,张爱林.高性能钢预应力撑杆柱整体稳定性能研究[J].建筑结构学报,2011,32(11):156-161.LIU Xue-chun,XU Ke-ran,ZHANG Ai-lin.Study onstability behavior of HPS-prestressed stayed column[J].Journal of Building Structures,2011,32(11):156-161.(in Chinese)
[35]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):49-56.GUO Tong,SONG Liang-Long.Research anddevelopment in seismic behavior of self-centering steelframes[J].Journal of Earthquake Engineering andEngineering Vibration,2010,30(5):49-56.(inChinese)
[36]葛家琪,张爱林,杨维国,等.基于性能的大跨度钢结构设计研究[J].建筑结构学报,2011,32(12):29-36.GE Jia-qi,ZHANG Ai-lin,YANG Wei-guo,et al.Performance based design and research of large span steelstructures[J].Journal of Building Structures,2011,32(12):29-36.(in Chinese)
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