Experimental study on connection details of composite steel plate shear wall connected with frame beams

Lan Hui Guo; Xin Bo Ma; Su Mei Zhang

doi:10.6052/j.issn.1000-4750.2010.11.0790

Experimental study on connection details of composite steel plate shear wall connected with frame beams

Lan Hui Guo^*
, Xin Bo Ma
, Su Mei Zhang

^*Corresponding author for this work

School of Civil Engineering, Harbin Institute of Technology
Science and Technology and Industrialization Development Center of Ministry of Housing and Urban-Rural Development

Research output: Contribution to journal › Article › peer-review

8 Scopus citations

Abstract

A total of 4 composite steel plate shear walls connected with frame beams under cyclic load were tested in present research. The influence of unrestrained strips (between concrete panel and steel angle) and stiffeners at the corner of steel plate was studied. The experimental results illustrated that welding stiffeners to the corner is an effective way to avoid the early failure of specimen and to improve the energy dissipation ability. Comparing to the specimens without stiffeners, the maximum storey drift ratio of specimen with stiffeners improved from 1/35 to 1/25, and the energy dissipation ratio increased by 35%. The reasonable unrestrained strip height is another important parameter in the design of composite steel plate shear wall.

Original language	English
Pages (from-to)	150-158
Number of pages	9
Journal	Gongcheng Lixue/Engineering Mechanics
Volume	29
Issue number	8
DOIs	https://doi.org/10.6052/j.issn.1000-4750.2010.11.0790
State	Published - Aug 2012
Externally published	Yes

Keywords

Composite steel plate shear wall
Ductility
Energy dissipation capacity
Stiffener
Two-sided connection

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10.6052/j.issn.1000-4750.2010.11.0790

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title = "Experimental study on connection details of composite steel plate shear wall connected with frame beams",

abstract = "A total of 4 composite steel plate shear walls connected with frame beams under cyclic load were tested in present research. The influence of unrestrained strips (between concrete panel and steel angle) and stiffeners at the corner of steel plate was studied. The experimental results illustrated that welding stiffeners to the corner is an effective way to avoid the early failure of specimen and to improve the energy dissipation ability. Comparing to the specimens without stiffeners, the maximum storey drift ratio of specimen with stiffeners improved from 1/35 to 1/25, and the energy dissipation ratio increased by 35\%. The reasonable unrestrained strip height is another important parameter in the design of composite steel plate shear wall.",

keywords = "Composite steel plate shear wall, Ductility, Energy dissipation capacity, Stiffener, Two-sided connection",

author = "Guo, \{Lan Hui\} and Ma, \{Xin Bo\} and Zhang, \{Su Mei\}",

year = "2012",

month = aug,

doi = "10.6052/j.issn.1000-4750.2010.11.0790",

language = "英语",

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pages = "150--158",

journal = "Gongcheng Lixue/Engineering Mechanics",

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publisher = "Tsinghua University",

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T1 - Experimental study on connection details of composite steel plate shear wall connected with frame beams

AU - Guo, Lan Hui

AU - Ma, Xin Bo

AU - Zhang, Su Mei

PY - 2012/8

Y1 - 2012/8

N2 - A total of 4 composite steel plate shear walls connected with frame beams under cyclic load were tested in present research. The influence of unrestrained strips (between concrete panel and steel angle) and stiffeners at the corner of steel plate was studied. The experimental results illustrated that welding stiffeners to the corner is an effective way to avoid the early failure of specimen and to improve the energy dissipation ability. Comparing to the specimens without stiffeners, the maximum storey drift ratio of specimen with stiffeners improved from 1/35 to 1/25, and the energy dissipation ratio increased by 35%. The reasonable unrestrained strip height is another important parameter in the design of composite steel plate shear wall.

AB - A total of 4 composite steel plate shear walls connected with frame beams under cyclic load were tested in present research. The influence of unrestrained strips (between concrete panel and steel angle) and stiffeners at the corner of steel plate was studied. The experimental results illustrated that welding stiffeners to the corner is an effective way to avoid the early failure of specimen and to improve the energy dissipation ability. Comparing to the specimens without stiffeners, the maximum storey drift ratio of specimen with stiffeners improved from 1/35 to 1/25, and the energy dissipation ratio increased by 35%. The reasonable unrestrained strip height is another important parameter in the design of composite steel plate shear wall.

KW - Composite steel plate shear wall

KW - Ductility

KW - Energy dissipation capacity

KW - Stiffener

KW - Two-sided connection

UR - https://www.scopus.com/pages/publications/84866539820

U2 - 10.6052/j.issn.1000-4750.2010.11.0790

DO - 10.6052/j.issn.1000-4750.2010.11.0790

M3 - 文章

AN - SCOPUS:84866539820

SN - 1000-4750

VL - 29

SP - 150

EP - 158

JO - Gongcheng Lixue/Engineering Mechanics

JF - Gongcheng Lixue/Engineering Mechanics

IS - 8

ER -

Experimental study on connection details of composite steel plate shear wall connected with frame beams

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