Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns

Fei-Yu Liao; Lin-Hai Han; Zhong Tao

Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns

Fei-Yu Liao
, Lin-Hai Han
, Zhong Tao

School of Engineering, Design & Built Environment

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

The paper describes 8 tests carried out on reinforced concrete (RC) shear wall structures framed with concrete-filled steel tubular (CFST) columns subjected to constant axial load and cyclic shear load. The main parameters were cross-sectional type, axial compression ratio and height-width-ratio. The influences of these parameters on strength, ductility, stiffness, energy dissipation were investigated. It was found that all specimens failed in shear mode and the lateral load (P) versus lateral deformation hysteretic curves exhibited a noticeable pinching effect, due to low height-width-ratio. The ductility and energy dissipation capacity decreased with higher axial compression ratio or lower height-width-ratio.

Original language	English
Title of host publication	Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, 19-21 October, 2008
Publisher	Science Press
Pages	760-765
Number of pages	6
ISBN (Print)	9787030227058
Publication status	Published - 2008
Event	International Symposium on Structural Engineering for Young Experts - Duration: 19 Oct 2008 → …

Conference

Conference	International Symposium on Structural Engineering for Young Experts
Period	19/10/08 → …

Cite this

@inproceedings{b62b1aaf9fb8488592b8c349655046c6,

title = "Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns",

abstract = "The paper describes 8 tests carried out on reinforced concrete (RC) shear wall structures framed with concrete-filled steel tubular (CFST) columns subjected to constant axial load and cyclic shear load. The main parameters were cross-sectional type, axial compression ratio and height-width-ratio. The influences of these parameters on strength, ductility, stiffness, energy dissipation were investigated. It was found that all specimens failed in shear mode and the lateral load (P) versus lateral deformation hysteretic curves exhibited a noticeable pinching effect, due to low height-width-ratio. The ductility and energy dissipation capacity decreased with higher axial compression ratio or lower height-width-ratio.",

author = "Fei-Yu Liao and Lin-Hai Han and Zhong Tao",

year = "2008",

language = "English",

isbn = "9787030227058",

pages = "760--765",

booktitle = "Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, 19-21 October, 2008",

publisher = "Science Press",

note = "International Symposium on Structural Engineering for Young Experts ; Conference date: 19-10-2008",

}

Liao, F-Y, Han, L-H & Tao, Z 2008, Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns. in Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, 19-21 October, 2008. Science Press, pp. 760-765, International Symposium on Structural Engineering for Young Experts, 19/10/08.

Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns. / Liao, Fei-Yu; Han, Lin-Hai; Tao, Zhong.
Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, 19-21 October, 2008. Science Press, 2008. p. 760-765.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns

AU - Liao, Fei-Yu

AU - Han, Lin-Hai

AU - Tao, Zhong

PY - 2008

Y1 - 2008

N2 - The paper describes 8 tests carried out on reinforced concrete (RC) shear wall structures framed with concrete-filled steel tubular (CFST) columns subjected to constant axial load and cyclic shear load. The main parameters were cross-sectional type, axial compression ratio and height-width-ratio. The influences of these parameters on strength, ductility, stiffness, energy dissipation were investigated. It was found that all specimens failed in shear mode and the lateral load (P) versus lateral deformation hysteretic curves exhibited a noticeable pinching effect, due to low height-width-ratio. The ductility and energy dissipation capacity decreased with higher axial compression ratio or lower height-width-ratio.

AB - The paper describes 8 tests carried out on reinforced concrete (RC) shear wall structures framed with concrete-filled steel tubular (CFST) columns subjected to constant axial load and cyclic shear load. The main parameters were cross-sectional type, axial compression ratio and height-width-ratio. The influences of these parameters on strength, ductility, stiffness, energy dissipation were investigated. It was found that all specimens failed in shear mode and the lateral load (P) versus lateral deformation hysteretic curves exhibited a noticeable pinching effect, due to low height-width-ratio. The ductility and energy dissipation capacity decreased with higher axial compression ratio or lower height-width-ratio.

UR - http://handle.uws.edu.au:8081/1959.7/uws:29527

M3 - Conference Paper

SN - 9787030227058

SP - 760

EP - 765

BT - Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, 19-21 October, 2008

PB - Science Press

T2 - International Symposium on Structural Engineering for Young Experts

Y2 - 19 October 2008

ER -

Experimental research on RC shear wall structures framed with concrete-filled steel tubular columns

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