钢骨混凝土结构抗震研究综述
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摘要
介绍了钢骨混凝土结构的特点以及抗震研究发展现状,指出了这种结构在抗震研究中存在的主要问题和今后需要进一步研究的方向。
In this paper,the characteristics and state-of-the-art of seismic research about the steel reinforced concrete research (SRC) structures are summarized systematically. The main problems in seismic research of the SRC structures are pointed out and the research work to be done in the future is suggested.
In this paper,the characteristics and state-of-the-art of seismic research about the steel reinforced concrete research (SRC) structures are summarized systematically. The main problems in seismic research of the SRC structures are pointed out and the research work to be done in the future is suggested.
引文
[1]刘大海,杨翠如.型钢、钢管混凝土高楼计算和构造[M].北京中国建筑工业出版社,2003.
[2]赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001.
[3]Sakai J,Matsu i C.Hysteresis characteristics of steel reinforced concrete beam-columns[J].J.Struct.Constru.Eng,AIJ,2000,534:183-190.
[4]李俊华.低周反复荷载下型钢高强混凝土柱受力性能研究[D].西安:西安建筑科技大学,2005.
[5]Mareyasu D.An experim ental study on load-deformation property of steel fram ed reinforced concrete beam-column m embers yield in bend ing[A].Summaries of techn ical papers ofAnnualM eeting[C],Arch itectural Institute of Japan.1991.1590-1593.
[6]Nagash ima T.A study on flexure behavior of steel reinforced concrete columns[A].Summaries of techn ical papers ofAnnualM eeting[C],Arch i-tectural Institute of Japan,1991.1691-1964.
[7]Katsuno J.Shear strength and behavior of composite columns w ith h igh strength concrete[A].Summaries of techn ical papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1711-1719.
[8]Komada K.E lasto-plastic behavior of composite m embers under b iaxial bend ing[A].Summaries of Techn ical Papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1709-1710.
[9]N ish imura Sh igeru.Flexural behavior of composite columns w ith eccentricity ofH-shape steel[A].Summaries of Techn ical Papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1697-1700.
[10]Nakamura Takesh i.Experim ental study on restoring force characteristics and dynam ic response of composite steel reinforced concrete[J].Summa-ries of Techn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1978.1367-1368.
[11]赵世春,黄雄军,路湛沁.劲性钢筋混凝土柱基本抗震行为的试验研究[J].建筑结构学报,1996,17(3):43-51.
[12]贾金青.低周反复荷载作用下SRHC短柱延性的试验研究[J].工业建筑,2002,32(9):18-26.
[13]曹万林,樊太,等.异型截面钢骨混凝土柱抗震性能试验研究[J].世界地震工程,2004,20(2):64-68.
[14]武敏刚,吕西林.钢骨连肢剪力墙抗震性能试验研究[J].结构工程师,2004,20(5):52-56.
[15]吕西林,截面中部配置型钢地混凝土剪力墙抗震性能研究[J].地震工程与工程振动,2006,26(6):101-107.
[16]R iclesM J.Seism ic performance of steel-encased composite columns[J].Journal of structure engineering,1994,120(8):2474-2494.
[17]Hsu H-L,W ang C-L.Flexural-Torsional behavior of steel reinforced concrete m embers sub jected to repeated load ing[J].Earthquake Engi-neering and Structural Dynam ics,2000,29(5):667-682.
[18]N ish imura Y,M inam i K.Pred ictions of hysteretic characteristics on beam-column joints in steel reinforced concrete structures[J].J.Struct.Con-str.Eng,AIJ,1999,526:193-200.
[19]薛建阳,赵鸿铁,杨勇.型钢混凝土节点抗震性能及构造方法[J].世界地震工程,2002,18(2):61-64.
[20]张海霞,周兴国,王连广等.钢骨高强混凝土框架节点拟动力试验研究[J].东北大学学报(自然科学版),2004,25(8):796-799.
[21]徐亚丰,王连广,等.钢骨高强混凝土框架节点恢复力模型的研究[J].兰州理工大学学报,2004,30(5):462-464.
[22]Kodama Kensuke.An experim ental study on seism ic behavior of fram e w ith SRC-RC M ixed column and RC beam[A].Summaries of Techn icalPapers ofAnnualM eeting[C],Arch itectural Institute of Japan,2000.1291-1292.
[23]Yamasaju K,Matsu i C.Experim ental study of earthquake resistant properties of fram es composed of core steel composite column and steel beam[A].Summaries of Techn ical Papers ofAnnualM eeting[C],Arch itecture Institute of Japan,2000.
[24]薛建阳,赵鸿铁.型钢钢筋混凝土框架振动台试验及弹塑性动力分析[J].土木工程学报,2000,33(2):30-34.
[25]薛建阳,赵鸿铁.型钢混凝土框架模型的弹塑性地震反应分析[J],建筑结构学报,2000,21(4):28-33.
[26]赵世春,黄雄军,夏招广.SRC单跨两层框架结构拟动力地震反应试验研究[J].西南交通大学学报,1995,30(4):360-367.
[27]K im W K,Lu L W.Cyclic lateral analysis of composite fram es[A].Proc,Engrg.Found.Conf[C].366-381.
[28]EL-Taw il S,D eierlein G G.Non linear analysis ofm ixed steel-concrete fram es:Implem entation and verification[J].Journal of Structural Engi-neering,2001,127(6),656-665.
[29]王连广.钢与混凝土组合结构理论与计算[M].科学出版社,2004.
[30]薛伟辰,胡翔.钢骨混凝土框架滞回分析研究[J].地震工程与工程振动,2005,25(6):76-80.
[31]Lee T-K,Pan A D E.Analysis of composite beam-column under lateral cyclic load ing[J].Journal of Structural Engineering,2001,127(2):186-193.
[32]Nobuyuk i I et al.Analysis of SRC bu ild ing damaged due to 1995 Hyougoken-nanbu Earthquake[A].Summaries ofTechn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1995.449-452.
[33]Takeuch i K,et al.Analytical stud ies on the behavior of a h igh-rise SRC bu ild ing at Sh in-Nagata during the Hyogo-Nanbu Earthquake[A].Summaries of Techn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1996.533-536.
[34]张英豪.钢骨钢筋混凝土结构性能设计法耐震能力评估之研究[D].中原大学,2004.
[2]赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001.
[3]Sakai J,Matsu i C.Hysteresis characteristics of steel reinforced concrete beam-columns[J].J.Struct.Constru.Eng,AIJ,2000,534:183-190.
[4]李俊华.低周反复荷载下型钢高强混凝土柱受力性能研究[D].西安:西安建筑科技大学,2005.
[5]Mareyasu D.An experim ental study on load-deformation property of steel fram ed reinforced concrete beam-column m embers yield in bend ing[A].Summaries of techn ical papers ofAnnualM eeting[C],Arch itectural Institute of Japan.1991.1590-1593.
[6]Nagash ima T.A study on flexure behavior of steel reinforced concrete columns[A].Summaries of techn ical papers ofAnnualM eeting[C],Arch i-tectural Institute of Japan,1991.1691-1964.
[7]Katsuno J.Shear strength and behavior of composite columns w ith h igh strength concrete[A].Summaries of techn ical papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1711-1719.
[8]Komada K.E lasto-plastic behavior of composite m embers under b iaxial bend ing[A].Summaries of Techn ical Papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1709-1710.
[9]N ish imura Sh igeru.Flexural behavior of composite columns w ith eccentricity ofH-shape steel[A].Summaries of Techn ical Papers of AnnualM eeting[C],Arch itectural Institute of Japan,1991.1697-1700.
[10]Nakamura Takesh i.Experim ental study on restoring force characteristics and dynam ic response of composite steel reinforced concrete[J].Summa-ries of Techn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1978.1367-1368.
[11]赵世春,黄雄军,路湛沁.劲性钢筋混凝土柱基本抗震行为的试验研究[J].建筑结构学报,1996,17(3):43-51.
[12]贾金青.低周反复荷载作用下SRHC短柱延性的试验研究[J].工业建筑,2002,32(9):18-26.
[13]曹万林,樊太,等.异型截面钢骨混凝土柱抗震性能试验研究[J].世界地震工程,2004,20(2):64-68.
[14]武敏刚,吕西林.钢骨连肢剪力墙抗震性能试验研究[J].结构工程师,2004,20(5):52-56.
[15]吕西林,截面中部配置型钢地混凝土剪力墙抗震性能研究[J].地震工程与工程振动,2006,26(6):101-107.
[16]R iclesM J.Seism ic performance of steel-encased composite columns[J].Journal of structure engineering,1994,120(8):2474-2494.
[17]Hsu H-L,W ang C-L.Flexural-Torsional behavior of steel reinforced concrete m embers sub jected to repeated load ing[J].Earthquake Engi-neering and Structural Dynam ics,2000,29(5):667-682.
[18]N ish imura Y,M inam i K.Pred ictions of hysteretic characteristics on beam-column joints in steel reinforced concrete structures[J].J.Struct.Con-str.Eng,AIJ,1999,526:193-200.
[19]薛建阳,赵鸿铁,杨勇.型钢混凝土节点抗震性能及构造方法[J].世界地震工程,2002,18(2):61-64.
[20]张海霞,周兴国,王连广等.钢骨高强混凝土框架节点拟动力试验研究[J].东北大学学报(自然科学版),2004,25(8):796-799.
[21]徐亚丰,王连广,等.钢骨高强混凝土框架节点恢复力模型的研究[J].兰州理工大学学报,2004,30(5):462-464.
[22]Kodama Kensuke.An experim ental study on seism ic behavior of fram e w ith SRC-RC M ixed column and RC beam[A].Summaries of Techn icalPapers ofAnnualM eeting[C],Arch itectural Institute of Japan,2000.1291-1292.
[23]Yamasaju K,Matsu i C.Experim ental study of earthquake resistant properties of fram es composed of core steel composite column and steel beam[A].Summaries of Techn ical Papers ofAnnualM eeting[C],Arch itecture Institute of Japan,2000.
[24]薛建阳,赵鸿铁.型钢钢筋混凝土框架振动台试验及弹塑性动力分析[J].土木工程学报,2000,33(2):30-34.
[25]薛建阳,赵鸿铁.型钢混凝土框架模型的弹塑性地震反应分析[J],建筑结构学报,2000,21(4):28-33.
[26]赵世春,黄雄军,夏招广.SRC单跨两层框架结构拟动力地震反应试验研究[J].西南交通大学学报,1995,30(4):360-367.
[27]K im W K,Lu L W.Cyclic lateral analysis of composite fram es[A].Proc,Engrg.Found.Conf[C].366-381.
[28]EL-Taw il S,D eierlein G G.Non linear analysis ofm ixed steel-concrete fram es:Implem entation and verification[J].Journal of Structural Engi-neering,2001,127(6),656-665.
[29]王连广.钢与混凝土组合结构理论与计算[M].科学出版社,2004.
[30]薛伟辰,胡翔.钢骨混凝土框架滞回分析研究[J].地震工程与工程振动,2005,25(6):76-80.
[31]Lee T-K,Pan A D E.Analysis of composite beam-column under lateral cyclic load ing[J].Journal of Structural Engineering,2001,127(2):186-193.
[32]Nobuyuk i I et al.Analysis of SRC bu ild ing damaged due to 1995 Hyougoken-nanbu Earthquake[A].Summaries ofTechn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1995.449-452.
[33]Takeuch i K,et al.Analytical stud ies on the behavior of a h igh-rise SRC bu ild ing at Sh in-Nagata during the Hyogo-Nanbu Earthquake[A].Summaries of Techn ical Papers ofAnnualM eeting[C],Arch itectural Institute of Japan,1996.533-536.
[34]张英豪.钢骨钢筋混凝土结构性能设计法耐震能力评估之研究[D].中原大学,2004.
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