Experimental study on high-performance concrete filled steel tubular column subjected to cyclic loading - Details

author：

You, J. (You, J..) ^[1] | Han, L. (Han, L..) ^[2]

Indexed by：

Scopus PKU CSCD

Abstract：

The　flexural　force-deformation　behavior　of　eight　concrete-filled　steel　tubular　beam-columns　was　experimentally　investigated　and　the　results　are　presented　in　this　paper.　The　parameters　in　the　study　are　the　axial　load　ratio　and　strengths　of　steel　and　concrete　strength.　The　characteristics　of　load　versus　deformation　hysteretic　curve　and　the　rule　of　rigidity　degradation　were　analyzed.　Methods　to　calculate　the　bearing　capacity　for　high-performance　concrete-filled　steel　tubular　beam-columns　are　discussed.

Keyword：

Bearing capacity; Concrete filled steel tube; High-performance concrete; Hysteretic behaviour; Rigidity

Community：

[ 1 ] [You, J.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China
[ 2 ] [Han, L.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China

Reprint 's Address：

游经团
[You, J.]College of Civil Engineering and Architecture, 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： 2005

Issue： 3

Volume： 25

Page： 98-103

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 1

Affiliated Colleges：

土木工程学院本学院/部未明确归属的数据

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