Several problems in seismic behavior of FRP-confined concrete columns - Details

author：

Yu, Q. (Yu, Q..) ^[1] | Tao, Z. (Tao, Z..) ^[2] | Gao, X. (Gao, X..) ^[3]

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Scopus PKU CSCD

Abstract：

Based　on　the　test　results　and　the　theoretical　analysis,　several　problems　in　the　hysteretic　behavior　of　FRP-confined　concrete　columns　are　discussed　in　this　paper,　such　as　mechanical　behavior,　failure　modes,　load-deflection　relations,　moment-curvature　relations,　energy　dissipation　and　hysteretic　models.　The　bending　modulus　and　the　rigidity　degeneration　of　such　confined　columns　are　also　discussed.

Keyword：

Column; Ductility; Energy dissipation; FRP confined concrete; Hysteretic behavior; Hysteretic model

Community：

[ 1 ] [Yu, Q.]Department of Construction Management, Tsinghua University, Beijing, 100084, China
[ 2 ] [Yu, Q.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
[ 3 ] [Tao, Z.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
[ 4 ] [Gao, X.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
[ 5 ] [Gao, X.]Fuzhou Electric Power Bureau of Fujian Province, Fuzhou 35000, China

Reprint 's Address：

于清
[Yu, Q.]Department of Construction Management, Tsinghua University, Beijing, 100084, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

CN： 23-1157/P

Year： 2006

Issue： 4

Volume： 26

Page： 75-82

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ESI Highly Cited Papers on the List： 0 Unfold All

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30 Days PV： 2

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