Experimental study on seismic behavior of precast frame-core tube structures

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Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (2) : 31-38.

JIAO An-liang1,2，LI Zheng-liang1

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Abstract

A 1/3 scale model was constructed and subjected to a series of earthquake excitations to investigated the seismic behavior of the precast frame-core tube structures with reinforced concrete(RC) beams and concrete filled steel tubular(CFST) conlums.The seismic behavior of this type of structures,including the seismic response,the reliability of connections,and the failure mechanisms are studied in this paper.The test results have shown that: this type of structures has excellent bearing capacity and seismic behavior,and the connections could generally satisfy the requirement in the structural design codes.

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precast structure / shaking table test / seismic behavior

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JIAO An-liang1,2，LI Zheng-liang1. Experimental study on seismic behavior of precast frame-core tube structures[J]. Journal of Vibration and Shock, 2016, 35(2): 31-38

References

[1] 曲淑萍.钢-钢筋混凝土结构在高层建筑的应用[J]. 北华航天工业学院学报,2004,12(4):15-18.
QU Shu-ping. Application in the skyscraper of the steel- concrete construction[J]. Journal of North China Institute of Aerospace Engineering,2004,12(4):15-18.
[2] Boyd P F，Cofer W F，Mclean D L. Seismic performance of steel-encased concrete columns under flexural loading[J]. ACL Structure Joernal,1995,92(3):355-364.
[3]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,2000,32(2):30-34.
XUE Jian-yang,ZHAO Hong-tie. Shaking table experiment and elastoplastic analysis of steel reinforced concrete frame [J]. China Civil Engineering Journal, 2000,32(2):30-34.
[4]李国强,胡大柱,孙飞飞.半刚性连接组合梁框架足尺模型模拟地震振动台试验[J].建筑结构学报,2009,30(5):39-47.
LI Guo-qiang，HU Da-zhu，SUN Fei-fei.Shaking table test on a composite-beam frame with simi-rigid connections[J]. Journal of Building Structures,2009,30(5):39-47.
[5]李荣华,邸庆霜,杨树标,等.钢筋混凝土框架振动台试验模型的数值模拟研究[J].河北工程大学学报:自然科学版，2009,26(2):22-25.
LI Rong-hua, DI Qing-shuang,YANG Shu-biao，et al. Numerical simulation of a RC frame shaking table test model[J].Journal of Hebei University of Engineering: Natural Science Edition, 2009,26(2):22-25.
[6]严薇,曹永红,李国荣.装配式结构体系的发展与建筑工业化[J].重庆建筑大学学报,2004,26(5):131-136.
YAN Wei,CAO Yong-hong,LI Guo-rong.Development of assembly-type RC structure and building industrialization[J].
Journal of Chongqing Jianzhu University,2004,26(5):131- 136.
[7]宋国华,霍达,王东炜,等.装配式大板结构竖向齿槽接缝受剪承载力设计[J].土木工程学报,2003,36(11): 61-64.
SONG Guo-hua,HUO Da,WANG Dong-wei,et al.Shear capacity of vertical-grooved connection in PBP structures [J].China Civil Engineering Journal,2003,36(11):61-64.
[8]宋国华,王东炜,滕海文.装配式钢筋混凝土结构竖缝抗剪能力统计特征研究[J].四川建筑科学研究,2004,30(3):1-3.
SONG Guo-hua,WANG Dong-wei,TENG Hai-wen. Statistical characteristics study on the shear resistance of vertical connections in prefabricated reinforced concrete structures[J].Sichuan Building Science,2004,30(3):1-3.
[9]许谋奎,柳炳康.装配式钢筋混凝土大板结构接合部抗震性能研究[J].合肥工业大学学报:自然科学版,2003,26(3): 379-383.
XU Mou-kui,LIU Bing-kang.Study of seismic behavior of connections of precast large panel concrete structure[J]. Journal of Hefei University of Technology,2003,26(3):379- 383.
[10]柳炳康,宋国华,王东炜.装配式大板结构竖缝抗剪机理研究[J].郑州大学学报:工学版,2002,23(2):74-78.
LIU Bing-kang,SONG Guo-hua,WANG Dong-wei.Study on shear-resistance mechanisms for vertical connections of precast reinforced concrete structure[J]. Journal of Zheng- zhou University:Engineering Science,2002,23(2):74- 78.
[11]李晨光,刘航,高鸿升,等.新整体IMS预应力装配式板柱体系试验和工程实践[J].建筑技术,2003,33(12):838-839.
LI Chen-guang, LIU Hang, GAO Hong-sheng, et al. Experiment and practice of new IMS system of prefabricated prestressed concrete slab-column structure[J]. Architecture Technology, 2003,33(12):838-839.
[12]徐栋,项海帆,黄鼎业,等.装配式无粘结预应力混凝土盖梁模型试验[J].结构工程师,1999,15(1):29-32.
XU Dong，XIANG Hai-fan，HUANG Ding-ye，et al.Model test of segmental concrete coping with unbonded prestressing stands[J].Structural Engineer,1999,15(1):29- 32.
[13]JG/T006-2005,预制预应力混凝土装配整体式框架(世构体系)技术规程(苏)[S].
[14]支正东.外壳预制核心现浇装配整体式RC结构体系的关键技术研究[M].南京:南京工业大学,2008:6-8.
[15]张大长,支正东,卢中强,等.外壳预制核心现浇RC梁抗弯承载力的试验研究[J].工程力学,2009,26(5):164-170.
ZHANG Da-chang,ZHI Zheng-dong,LU Zhong-qiang,et al. Experimental studies of bending capacities of RC beams with precast external shel land cast-in-place core concrete[J].Engineering Mechanics,2009,26(5):164-170.
[16]张大长,支正东,卢中强,等.外壳预制核心现浇装配式RC柱抗震性能的试验研究[J].工程力学,2009，26(8):131-137.
ZHANG Da-chang,ZHI Zheng-dong,LU Zhong-qiang,et al. Experimental studies on aseismic performance of asembly RC columns with precast external shell and cast-in-place core concrete[J].Engineering Mechanics,2009,26(8):131- 137.
[17]尚守平,吴方伯.PK预应力混凝土叠合板图集(2005湘JG/B-001)[K]. 湖南大学结构工程研究所,2005.