Experimental study on seismic performances of precast prestressed concrete beam-to-column connections with unbonded tendons - 文章详情页

作者：

Dong, Ting-Feng (Dong, Ting-Feng.) | Li, Zhen-Bao (Li, Zhen-Bao.) (学者：李振宝) | Zhou, Xi-Yuan (Zhou, Xi-Yuan.) | Feng, Li-Feng (Feng, Li-Feng.)

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摘要：

An　experimental　study　on　seismic　performances　of　five　beam-column　connections　subjected　to　reversed　cyclic　loading　was　conducted.　These　performances　included　failure　pattern,　hysteresis　characteristics,　displacement-restoring　capacity,　displacement　ductility　and　energy　dissipation.　The　objective　of　the　study　is　to　develop　guidelines　for　the　design　of　precast　prestressed　concrete　beam-to-column　connection　with　unbonded　tendons　for　regions　of　high　seismicity.　The　study　results　show　that　the　performances　of　precast　prestressed　beam-to-column　concrete　connections　with　unbonded　tendons　are　equal　or　superior　to　that　of　a　monolithic　connection.

关键词：

Columns (structural) Concrete beams and girders Ductility Earthquake resistance Energy dissipation Failure analysis Hysteresis Loads (forces) Precast concrete Prestressed concrete Structural design Structural frames Tendons

作者机构：

[ 1 ] [Dong, Ting-Feng]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Dong, Ting-Feng]Hebei University of Engineering, Handan 056038, China
[ 3 ] [Li, Zhen-Bao]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Zhou, Xi-Yuan]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
[ 5 ] [Feng, Li-Feng]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

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