预应力型钢混凝土结构抗震性能研究综述
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摘要
介绍预应力型钢混凝土结构在我国地震区的工程应用现状。综合现有预应力型钢混凝土结构抗震性能的研究成果,着重从已有试验研究现象出发,探讨破坏形态、承载能力、变形恢复能力、延性、刚度退化和耗能能力等抗震性能及其作用机理。结合现成预应力型钢混凝土结构的弹塑性地震反应分析,分析讨论结构滞回曲线和骨架曲线及所得的恢复力模型,研究结构在地震作用下的全过程反应及其破坏机理并估计结构的抗震能力。
This article introduce the applications of the prestressed steel reinforced concrete structure in the engineering in China′s earthquake zone.It synthesizes the existing seismic performance research of prestressed steel reinforced concrete structure,focuses on the existing experimental research phenomenon to investigate the failure mode,carrying capacity,deformation recovery capabilities,ductilitystiffness degradation and energy dissipation capacity and other seismic performance and mechanism of action.It combines the available elastoplastic seismic response analysis of the prestressed steel reinforced concrete structures,discusses structure restoring force model obtained from hysteresis curves and skeleton curves,studies the structure response of the whole process in the earthquake and its failure mechanism to estimate the seismic capacity.
This article introduce the applications of the prestressed steel reinforced concrete structure in the engineering in China′s earthquake zone.It synthesizes the existing seismic performance research of prestressed steel reinforced concrete structure,focuses on the existing experimental research phenomenon to investigate the failure mode,carrying capacity,deformation recovery capabilities,ductilitystiffness degradation and energy dissipation capacity and other seismic performance and mechanism of action.It combines the available elastoplastic seismic response analysis of the prestressed steel reinforced concrete structures,discusses structure restoring force model obtained from hysteresis curves and skeleton curves,studies the structure response of the whole process in the earthquake and its failure mechanism to estimate the seismic capacity.
引文
[1]傅传国.预应力钢骨高强混凝土叠层空腹桁架转换层试验研究[D].南京:东南大学,2000.
[2]刘军进,吕志涛.金山大厦转换梁的实测与分析[J].建筑结构,2002,32(3):35-37.
[3]田宝新,马成理,耿建强.预应力钢骨砼梁在施工过程中结构性能试验研究[J].太原理工大学学报,2005,36:106-107.
[4]郑文忠,刘铁,谭军,等.绥芬河青云市场套(扩)建工程结构设计与施工措施研究[J].土木工程学报,2006,39(11):68-76.
[5]孟庆伶.跨度50.9m的型钢预应力混凝土简支梁桥[J].铁道建筑,2003,(2):30.
[6]徐杰,傅传国,周晓娜.预应力型钢混凝土结构研究与应用[J].工业建筑,2008,(增刊):1733-1735.
[7]薛伟辰,杨枫,苏旭霖,等.预应力钢骨混凝土梁低周反复荷载试验研究[J].哈尔滨:哈尔滨工业大学学报,2007,39(8):1185-1190.
[8]傅传国,李玉莹,孙晓波,等.预应力及非预应力型钢混凝土框架受力及抗震性能试验研究[J].建筑结构学报,2010,31(8):15-21.
[9]戴国亮,蒋永生,梁书亭,等.迭层空腹桁架转换层结构拟动力地震反应试验研究[J].工业建筑,2001,31(6):66-68.
[10]傅传国,蒋永生,梁书亭.大跨度叠层空腹桁架整体转换结构模型受力与抗震性能试验研究[J].建筑结构学报,2004,25(1):36-44.
[11]高峰.竖向低周反复荷载下预应力型钢混凝土框架试验研究[D].上海:同济大学,2012.
[12]王琨,郑文忠.套建增层预应力钢骨混凝土框架弹塑性地震反应分析[J].地震工程与工程振动,2008,28(4):94-105.
[13]计静,郑文忠.预应力钢骨混凝土框架恢复力模型探讨[J].低温建筑技术,2008,(1):43-45.
[14]孙绪杰,郑文忠,李成河.套建增层巨型框架抗震设计方法[J].哈尔滨:哈尔滨工业大学学报,2010,42(12):1860-1865.
[15]Park Y J,Reinhom A M,Kunnath S K.IDARC:Ine-lastic Damage Analysis of reinforced Concrete Frame-Shear-Wall Structures[R].Technical Report,NCEER-87-0008,State University of New York at Buffalo,Buffalo,NY,1987.
[16]计静,郑文忠,张文福.预应力H型钢混凝土组合梁动力性能参数分析[J].建筑科学与工程学报,2011,28(1):33-41.
[2]刘军进,吕志涛.金山大厦转换梁的实测与分析[J].建筑结构,2002,32(3):35-37.
[3]田宝新,马成理,耿建强.预应力钢骨砼梁在施工过程中结构性能试验研究[J].太原理工大学学报,2005,36:106-107.
[4]郑文忠,刘铁,谭军,等.绥芬河青云市场套(扩)建工程结构设计与施工措施研究[J].土木工程学报,2006,39(11):68-76.
[5]孟庆伶.跨度50.9m的型钢预应力混凝土简支梁桥[J].铁道建筑,2003,(2):30.
[6]徐杰,傅传国,周晓娜.预应力型钢混凝土结构研究与应用[J].工业建筑,2008,(增刊):1733-1735.
[7]薛伟辰,杨枫,苏旭霖,等.预应力钢骨混凝土梁低周反复荷载试验研究[J].哈尔滨:哈尔滨工业大学学报,2007,39(8):1185-1190.
[8]傅传国,李玉莹,孙晓波,等.预应力及非预应力型钢混凝土框架受力及抗震性能试验研究[J].建筑结构学报,2010,31(8):15-21.
[9]戴国亮,蒋永生,梁书亭,等.迭层空腹桁架转换层结构拟动力地震反应试验研究[J].工业建筑,2001,31(6):66-68.
[10]傅传国,蒋永生,梁书亭.大跨度叠层空腹桁架整体转换结构模型受力与抗震性能试验研究[J].建筑结构学报,2004,25(1):36-44.
[11]高峰.竖向低周反复荷载下预应力型钢混凝土框架试验研究[D].上海:同济大学,2012.
[12]王琨,郑文忠.套建增层预应力钢骨混凝土框架弹塑性地震反应分析[J].地震工程与工程振动,2008,28(4):94-105.
[13]计静,郑文忠.预应力钢骨混凝土框架恢复力模型探讨[J].低温建筑技术,2008,(1):43-45.
[14]孙绪杰,郑文忠,李成河.套建增层巨型框架抗震设计方法[J].哈尔滨:哈尔滨工业大学学报,2010,42(12):1860-1865.
[15]Park Y J,Reinhom A M,Kunnath S K.IDARC:Ine-lastic Damage Analysis of reinforced Concrete Frame-Shear-Wall Structures[R].Technical Report,NCEER-87-0008,State University of New York at Buffalo,Buffalo,NY,1987.
[16]计静,郑文忠,张文福.预应力H型钢混凝土组合梁动力性能参数分析[J].建筑科学与工程学报,2011,28(1):33-41.
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