钢筋混凝土异形柱框架-短肢剪力墙结构振动台试验与理论分析
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摘要
异形柱框架-短肢剪力墙结构是一种新型结构体系.文中通过12层钢筋混凝土异形柱框架-短肢剪力墙结构模型的模拟地震振动台试验以及弹塑性理论分析,研究了该结构体系的动力特性、不同烈度地震作用下的反应及破坏形式.结果显示,该体系拥有优越的建筑功能同时,在结构上传力明确,受力合理,满足了小震不坏、中震可修、大震不倒的抗震设防要求,适用于小高层住宅.
The dynamic characteristics,response and destroyed form of a new style structure system,reinforcement concrete frame-short pier wall structure with special-shaped columns were studied in this paper,by means of shaking table test and elastic-plastic analysis for a 12-story structure.The results showed that this kind of structure system possessed good earthquake resistance and satisfactory service performance.It could meet the requirements of seismic fortification criterion and was adapt to mid-highrise residence.
The dynamic characteristics,response and destroyed form of a new style structure system,reinforcement concrete frame-short pier wall structure with special-shaped columns were studied in this paper,by means of shaking table test and elastic-plastic analysis for a 12-story structure.The results showed that this kind of structure system possessed good earthquake resistance and satisfactory service performance.It could meet the requirements of seismic fortification criterion and was adapt to mid-highrise residence.
引文
[1]JGJ149-2006,混凝土异形柱结构技术规程[S].JGJ149-2006 Technical specification for concrete structures with specially shaped columns[S].
[2]容柏生,高层住宅中的短肢剪力墙体系.建筑结构学报[J],1997,18(6):14-19.RONG Bai-sheng.Short-leg shear wall structural system used in tall residential buildings[J].Journal of BuildingStructures,1997,18(6):14-19.
[3]周颖,卢文胜,吕西林,模拟地震振动台模型实用设计方法.结构工程师[J],2003,(3):30-33.ZHOU Ying,LU Wen-sheng,LU Xi-lin.Practical model design method of shaking table tests[J].Structural Engi-neers,2003,(3):30-33.
[4]李杰,钢筋混凝土异形柱结构振动台试验研究[J].土木工程学报,2002,35(3):7-12.LI Jie.Experi mentals study on RC structures with special-shaped columns[J].China Civil Engineering Journal,2002,35(3):7-12.
[5]舒赣平,巨型框架结构的动力性能研究及设计建议[J].土木工程学报,2003,36(2):41-45.SHU Gan-ping.Shaking table test on megaframe model and some design advices[J].China Civil Engineering Jour-nal.2003,36(2):41-45.
[6]王滋军,刘伟庆,蒋永生,等.中高层钢筋混凝土异形柱框架结构试验与理论研究[J].地震工程与工程振动,2002,22(5):62-65.WANG Zi-jun,LI U Wei-qing,JIANG Yong-sheng,ea tl.Experi mental and theoretical research on mid-highrise RCframe with special-shaped columns[J].Earthquake Engineering and Engineering Vibration,2002,22(5):62-65.
[7]王滋军,刘伟庆,汪杰,等.中高层大开间钢筋混凝土异形柱框架结构抗震性能研究[J].地震工程与工程振动,1999,19(3):59-64.LI U Xi-li,GONG Zhi-guo.Elasto-plastic ti me history analysis and seismic behavio evaluation on acomplex high-rise buildings tructure[J].J.Xian Univ.of Arch.&Tech.(Natural Science Edition),2006,38(5):593-602.
[8]程绍革,陈善阳,刘经伟.高层建筑短肢剪力墙结构振动台试验研究[J].建筑科学,2000,16(1):12-16.CHENG Shao-ge,CHEN Shan-yang,LI UJing-wei.Ashaking table test on shear wall structure withframed shortpillars for high-rise buildings[J].Biulding Science,2000,16(1):12-16.
[9]GB50011-2001,结构抗震设计规范[S].GB50011-2001,Code for seismic design of buildings[S].
[2]容柏生,高层住宅中的短肢剪力墙体系.建筑结构学报[J],1997,18(6):14-19.RONG Bai-sheng.Short-leg shear wall structural system used in tall residential buildings[J].Journal of BuildingStructures,1997,18(6):14-19.
[3]周颖,卢文胜,吕西林,模拟地震振动台模型实用设计方法.结构工程师[J],2003,(3):30-33.ZHOU Ying,LU Wen-sheng,LU Xi-lin.Practical model design method of shaking table tests[J].Structural Engi-neers,2003,(3):30-33.
[4]李杰,钢筋混凝土异形柱结构振动台试验研究[J].土木工程学报,2002,35(3):7-12.LI Jie.Experi mentals study on RC structures with special-shaped columns[J].China Civil Engineering Journal,2002,35(3):7-12.
[5]舒赣平,巨型框架结构的动力性能研究及设计建议[J].土木工程学报,2003,36(2):41-45.SHU Gan-ping.Shaking table test on megaframe model and some design advices[J].China Civil Engineering Jour-nal.2003,36(2):41-45.
[6]王滋军,刘伟庆,蒋永生,等.中高层钢筋混凝土异形柱框架结构试验与理论研究[J].地震工程与工程振动,2002,22(5):62-65.WANG Zi-jun,LI U Wei-qing,JIANG Yong-sheng,ea tl.Experi mental and theoretical research on mid-highrise RCframe with special-shaped columns[J].Earthquake Engineering and Engineering Vibration,2002,22(5):62-65.
[7]王滋军,刘伟庆,汪杰,等.中高层大开间钢筋混凝土异形柱框架结构抗震性能研究[J].地震工程与工程振动,1999,19(3):59-64.LI U Xi-li,GONG Zhi-guo.Elasto-plastic ti me history analysis and seismic behavio evaluation on acomplex high-rise buildings tructure[J].J.Xian Univ.of Arch.&Tech.(Natural Science Edition),2006,38(5):593-602.
[8]程绍革,陈善阳,刘经伟.高层建筑短肢剪力墙结构振动台试验研究[J].建筑科学,2000,16(1):12-16.CHENG Shao-ge,CHEN Shan-yang,LI UJing-wei.Ashaking table test on shear wall structure withframed shortpillars for high-rise buildings[J].Biulding Science,2000,16(1):12-16.
[9]GB50011-2001,结构抗震设计规范[S].GB50011-2001,Code for seismic design of buildings[S].
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