In-Plane Shear Performance of Wood-Framed Drywall Sheathing Wall Systems under Cyclic Racking Loading

ISSN Print: 2164-3164
ISSN Online: 2164-3172
www.scirp.org/journal/ojce
E-mail: ojce@scirp.org

"In-Plane Shear Performance of Wood-Framed Drywall Sheathing Wall Systems under Cyclic Racking Loading"
written by Ali M. Memari, Ryan L. Solnosky,
published by Open Journal of Civil Engineering, Vol.4 No.1, 2014

has been cited by the following article(s):

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[2]	Increasing the Seismic Resistance of Wood-frame Buildings by Applying PU Foam as Thermal Insulation
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[5]	Racking Performance of Platform Timber Frame Walls
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[6]	Lateral Behavior of Light Wood-Frame Shear Walls with Gypsum Wall Board
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[9]	Mechanical Properties of Plasterboards: Experimental Tests and Statistical Analysis
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[10]	Contribution of Type-X Gypsum Wall Board to the Racking Performance of Light-Frame Wood Shear Walls
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[11]	Seismic behavior of steel frames with lightweight-low strength industrialized infill walls
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[12]	Ahşap yapı üretimine yönelik standart panel tasarımı ve sonlu elemanlar yöntemi ile analizi

[1]	Theoretical and experimental evaluation of timber-framed partitions under lateral drift Bulletin of the New Zealand Society for Earthquake Engineering, 2021 DOI:10.5459/bnzsee.54.4.263-281

[2]	Stiffness model for gypsum wallboard-to-wood joints Canadian Journal of Civil Engineering, 2017 DOI:10.1139/cjce-2016-0334

[3]	Lateral Behavior of Light Wood-Frame Shear Walls with Gypsum Wall Board Journal of Structural Engineering, 2017 DOI:10.1061/(ASCE)ST.1943-541X.0001798

[4]	Contribution of Type-X Gypsum Wall Board to the Racking Performance of Light-Frame Wood Shear Walls Journal of Structural Engineering, 2016 DOI:10.1061/(ASCE)ST.1943-541X.0001468

[5]	Mechanical Properties of Plasterboards: Experimental Tests and Statistical Analysis Journal of Materials in Civil Engineering, 2016 DOI:10.1061/(ASCE)MT.1943-5533.0001630

[6]	Seismic behavior of steel frames with lightweight-low strength industrialized infill walls Earthquakes and Structures, 2015 DOI:10.12989/eas.2015.9.6.1273