Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions

Saeed Mohebbi; Rasoul Mirghaderi; Farhang Farahbod; Alireza Bagheri Sabbagh

doi:10.1016/j.tws.2015.02.007

Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions

Saeed Mohebbi, Rasoul Mirghaderi, Farhang Farahbod, Alireza Bagheri Sabbagh

Engineering

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54 Citations (Scopus)

Abstract

Experimental investigation is presented on cold-formed steel (CFS) shear walls comprising single and double-sided steel sheathing. Cyclic loading tests were performed on six CFS wall specimens. The observed predominant failure modes include sheathing buckling, sheathing-to-frame connection bearing/tilting and chord stud buckling. The walls developing sheathing connection failure show higher energy dissipation than the walls imposing chord stud buckling. Using double-sided sheathings increases the energy dissipation, shear strength and elastic stiffness by up to 70%, 63% and 115%, respectively compared to those of single-sided sheathed walls. On the use of sheathing on both sides the chord stud failure must be avoided.

Original language	English
Pages (from-to)	50-62
Number of pages	13
Journal	Thin-walled Structures
Volume	91
Early online date	27 Feb 2015
DOIs	https://doi.org/10.1016/j.tws.2015.02.007
Publication status	Published - Jun 2015

Keywords

cold formed steel
shear wall
steel sheathing
single and double-sided
shear strength
energy dissipation

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10.1016/j.tws.2015.02.007Licence: Unspecified

Alireza Bagheri Sabbagh
- Engineering, Engineering - Lecturer
Person: Academic

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@article{de2ea4918fd647d0aeece2e70bcf5432,

title = "Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions",

abstract = "Experimental investigation is presented on cold-formed steel (CFS) shear walls comprising single and double-sided steel sheathing. Cyclic loading tests were performed on six CFS wall specimens. The observed predominant failure modes include sheathing buckling, sheathing-to-frame connection bearing/tilting and chord stud buckling. The walls developing sheathing connection failure show higher energy dissipation than the walls imposing chord stud buckling. Using double-sided sheathings increases the energy dissipation, shear strength and elastic stiffness by up to 70%, 63% and 115%, respectively compared to those of single-sided sheathed walls. On the use of sheathing on both sides the chord stud failure must be avoided.",

keywords = "cold formed steel , shear wall, steel sheathing, single and double-sided, shear strength, energy dissipation",

author = "Saeed Mohebbi and Rasoul Mirghaderi and Farhang Farahbod and {Bagheri Sabbagh}, Alireza",

note = "Acknowledgments The authors would like to acknowledge the Building and Housing Research Center (BHRC) for supports over the testing period. The materials for construction of the test specimens were provided by Paya Sazeh Pasargad CO. This is highly appreciated.",

year = "2015",

month = jun,

doi = "10.1016/j.tws.2015.02.007",

language = "English",

volume = "91",

pages = "50--62",

journal = "Thin-walled Structures",

issn = "0263-8231",

publisher = "Elsevier Limited",

}

TY - JOUR

T1 - Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions

AU - Mohebbi, Saeed

AU - Mirghaderi, Rasoul

AU - Farahbod, Farhang

AU - Bagheri Sabbagh, Alireza

N1 - Acknowledgments The authors would like to acknowledge the Building and Housing Research Center (BHRC) for supports over the testing period. The materials for construction of the test specimens were provided by Paya Sazeh Pasargad CO. This is highly appreciated.

PY - 2015/6

Y1 - 2015/6

N2 - Experimental investigation is presented on cold-formed steel (CFS) shear walls comprising single and double-sided steel sheathing. Cyclic loading tests were performed on six CFS wall specimens. The observed predominant failure modes include sheathing buckling, sheathing-to-frame connection bearing/tilting and chord stud buckling. The walls developing sheathing connection failure show higher energy dissipation than the walls imposing chord stud buckling. Using double-sided sheathings increases the energy dissipation, shear strength and elastic stiffness by up to 70%, 63% and 115%, respectively compared to those of single-sided sheathed walls. On the use of sheathing on both sides the chord stud failure must be avoided.

AB - Experimental investigation is presented on cold-formed steel (CFS) shear walls comprising single and double-sided steel sheathing. Cyclic loading tests were performed on six CFS wall specimens. The observed predominant failure modes include sheathing buckling, sheathing-to-frame connection bearing/tilting and chord stud buckling. The walls developing sheathing connection failure show higher energy dissipation than the walls imposing chord stud buckling. Using double-sided sheathings increases the energy dissipation, shear strength and elastic stiffness by up to 70%, 63% and 115%, respectively compared to those of single-sided sheathed walls. On the use of sheathing on both sides the chord stud failure must be avoided.

KW - cold formed steel

KW - shear wall

KW - steel sheathing

KW - single and double-sided

KW - shear strength

KW - energy dissipation

U2 - 10.1016/j.tws.2015.02.007

DO - 10.1016/j.tws.2015.02.007

M3 - Article

VL - 91

SP - 50

EP - 62

JO - Thin-walled Structures

JF - Thin-walled Structures

SN - 0263-8231

ER -

Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions

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Alireza Bagheri Sabbagh

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