Quasi-static experimental study on frame joints with partially prestressed concrete flat beam - Details

author：

Fang, Z.-Z. (Fang, Z.-Z..) ^[1] (Scholars：房贞政) | Li, B. (Li, B..) ^[2] | Zheng, Z.-Q. (Zheng, Z.-Q..) ^[3] (Scholars：郑则群)

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Scopus PKU CSCD

Abstract：

Four　beam-column　joints　with　partially　prestressed　concrete　flat　beam　are　tested　under　reversed　cyclic　lateral　loading　in　this　paper.　The　aseismatic　behaviors　of　beam-column　joints　such　as　transform　capacity,　energy　dissipating　capacity,　ductility　and　stiffness　deterioration　etc.　are　studied.　Based　on　the　results　of　the　four-joint　tests,　the　failure　mechanism　of　the　beam-column　joints　of　frame　under　reversed　cyclic　load　is　analysed.

Keyword：

Aseismatic behaviors; Frame joints; Prestressed concrete flat beam; Quasi-static experiment

Community：

[ 1 ] [Fang, Z.-Z.]Institute of Structural Engineering, Fuzhou University, Fuzhou 350002, China
[ 2 ] [Li, B.]Institute of Structural Engineering, Fuzhou University, Fuzhou 350002, China
[ 3 ] [Zheng, Z.-Q.]Institute of Structural Engineering, Fuzhou University, Fuzhou 350002, China

Reprint 's Address：

房贞政
[Fang, Z.-Z.]Institute of Structural Engineering, Fuzhou University, Fuzhou 350002, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

CN： 23-1157/P

Year： 2003

Issue： 4

Volume： 23

Page： 111-116

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ESI Highly Cited Papers on the List： 0 Unfold All

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30 Days PV： 0

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