Stiffness and strength of perforated Steel Plate Shear Wall

Ricky Chan; Faris Albermani; S. Kitipornchai

doi:10.1016/j.proeng.2011.07.086

Stiffness and strength of perforated Steel Plate Shear Wall

Ricky Chan
, Faris Albermani
, S. Kitipornchai

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

19 Citations (Scopus)

3 Downloads (CityUHK Scholars)

Abstract

Steel Plate Shear Walls (SPSW) have been used as a lateral-load-resisting system in buildings. With formation of tension fields, unstiffened SPSW possesses good ductility and high energy dissipating capability under cyclic loading. However, large demand is induced to the frame members from panel yielding. For typical frame configurations, very thin panels are often required to limit such demand but sometimes result in construction difficulties. This paper attempts to reduce such demand by introducing perforations to thicker panels. The effect on stiffness and strength is investigated through nonlinear finite element technique. Based on results described in this paper a simple linear reduction function is proposed.
© 2011 Published by Elsevier Ltd.

Original language	English
Pages (from-to)	675-679
Journal	Procedia Engineering
Volume	14
DOIs	https://doi.org/10.1016/j.proeng.2011.07.086
Publication status	Published - 2011
Event	12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12 - Hong Kong, Hong Kong, China Duration: 26 Jan 2011 → 28 Jan 2011

Bibliographical note

Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].

Funding

The work described in this paper was fully supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China [Project No. 9041352 (CityU 115208)]. The authors are grateful for this financial support.

Research Keywords

Perforation
Steel plate shear wall

Publisher's Copyright Statement

This full text is made available under CC-BY-NC-ND 3.0. https://creativecommons.org/licenses/by-nc-nd/3.0/

RGC Funding Information

RGC-funded

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10.1016/j.proeng.2011.07.086

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title = "Stiffness and strength of perforated Steel Plate Shear Wall",

abstract = "Steel Plate Shear Walls (SPSW) have been used as a lateral-load-resisting system in buildings. With formation of tension fields, unstiffened SPSW possesses good ductility and high energy dissipating capability under cyclic loading. However, large demand is induced to the frame members from panel yielding. For typical frame configurations, very thin panels are often required to limit such demand but sometimes result in construction difficulties. This paper attempts to reduce such demand by introducing perforations to thicker panels. The effect on stiffness and strength is investigated through nonlinear finite element technique. Based on results described in this paper a simple linear reduction function is proposed. {\textcopyright} 2011 Published by Elsevier Ltd.",

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AU - Albermani, Faris

AU - Kitipornchai, S.

N1 - Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].

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N2 - Steel Plate Shear Walls (SPSW) have been used as a lateral-load-resisting system in buildings. With formation of tension fields, unstiffened SPSW possesses good ductility and high energy dissipating capability under cyclic loading. However, large demand is induced to the frame members from panel yielding. For typical frame configurations, very thin panels are often required to limit such demand but sometimes result in construction difficulties. This paper attempts to reduce such demand by introducing perforations to thicker panels. The effect on stiffness and strength is investigated through nonlinear finite element technique. Based on results described in this paper a simple linear reduction function is proposed. © 2011 Published by Elsevier Ltd.

AB - Steel Plate Shear Walls (SPSW) have been used as a lateral-load-resisting system in buildings. With formation of tension fields, unstiffened SPSW possesses good ductility and high energy dissipating capability under cyclic loading. However, large demand is induced to the frame members from panel yielding. For typical frame configurations, very thin panels are often required to limit such demand but sometimes result in construction difficulties. This paper attempts to reduce such demand by introducing perforations to thicker panels. The effect on stiffness and strength is investigated through nonlinear finite element technique. Based on results described in this paper a simple linear reduction function is proposed. © 2011 Published by Elsevier Ltd.

KW - Perforation

KW - Steel plate shear wall

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UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-80054792704&origin=recordpage

U2 - 10.1016/j.proeng.2011.07.086

DO - 10.1016/j.proeng.2011.07.086

M3 - RGC 21 - Publication in refereed journal

SN - 1877-7058

VL - 14

SP - 675

EP - 679

JO - Procedia Engineering

JF - Procedia Engineering

T2 - 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12

Y2 - 26 January 2011 through 28 January 2011

ER -

Stiffness and strength of perforated Steel Plate Shear Wall

Abstract

Bibliographical note

Funding

Research Keywords

Publisher's Copyright Statement

RGC Funding Information

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GRF: Behavior and Design of a Yielding Shear Panel Device for Seismic Risk Mitigation

Cite this

Stiffness and strength of perforated Steel Plate Shear Wall

Abstract

Bibliographical note

Funding

Research Keywords

Publisher's Copyright Statement

RGC Funding Information

Access Output

Other Access Options

Permanent Link

Other Files and Links

Fingerprint

Projects

GRF: Behavior and Design of a Yielding Shear Panel Device for Seismic Risk Mitigation

Cite this