State-of-the-art review on seismic design of steel structures

CM Uang, M Bruneau - Journal of Structural Engineering, 2018 - ascelibrary.org
This state-of-the-art review provides an overview of the evolution of seismic design
requirements for main steel building seismic force–resisting systems, as driven by new …

Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation

D Vian, M Bruneau, KC Tsai, YC Lin - Journal of Structural …, 2009 - ascelibrary.org
This paper presents results of an experimental investigation of specially detailed ductile
perforated steel plate shear walls (SPSWs) designed to accommodate utility passage, and …

Seismic design and performance of self-centering steel plate shear walls

PM Clayton, JW Berman, LN Lowes - Journal of structural …, 2012 - ascelibrary.org
The self-centering steel plate shear wall (SC-SPSW) is a new seismic load-resisting system
that combines the strength and stiffness properties of the SPSW with the recentering …

[PDF][PDF] Hysteretic performance of SPSWs with trapezoidally horizontal corrugated web-plates

H Kalali, M Hajsadeghi, T Zirakian… - Steel and Composite …, 2015 - researchgate.net
Previous research has shown that steel plate shear walls (SPSWs) are efficient lateral force-
resisting systems against both wind and seismic loads. A properly designed SPSW can have …

Measurement of deformation patterns in steel plate shear walls subjected to cyclic loading based on multi-target digital image correlation (MT-DIC)

S Khalilzadehtabrizi, A Seifiasl, MH Asl - Structures, 2021 - Elsevier
This paper presents the application of a multi-target digital image correlation method (MT-
DIC) to investigate the structural performance of structures with flat steel surfaces based on …

Behavior of self-centering steel plate shear walls and design considerations

DM Dowden, R Purba, M Bruneau - Journal of Structural …, 2012 - ascelibrary.org
This paper presents insights on the combined contribution of posttensioning and beam-to-
column joint rocking connection in self-centering steel plate shear walls (SC-SPSWs) …

Response assessment and prediction of low yield point steel plate shear walls with curved corrugated web plates and reduced beam sections

M Bahrebar, JBP Lim, GC Clifton, T Zirakian… - Structures, 2020 - Elsevier
In recent years, researchers have been moving increasingly towards new lateral force-
resisting systems such as corrugated, low yield point (LYP) steel plate shear walls (SPSWs) …

Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations

M Bahrebar, MZ Kabir, M Hajsadeghi, T Zirakian… - International Journal of …, 2016 - Springer
Steel plate shear walls (SPSWs) are an efficient lateral force-resisting system, and can be
designed with corrugated and/or perforated infill plates, depending on structural …

Steel plate shear wall with tension-bracing for seismic rehabilitation of steel frames

M Kurata, RT Leon, R DesRoches… - Journal of constructional …, 2012 - Elsevier
A rehabilitation technique that utilizes a thin steel plate as a supplemental shear wall system
for small, low-rise steel structures is described. In the proposed system, the plate and …

Plastic analysis and performance-based design of coupled steel plate shear walls

MS Gorji, JJR Cheng - Engineering Structures, 2018 - Elsevier
The coupled steel plate shear wall (C-SPSW) configuration consisting of two SPSWs linked
by coupling beams at the floor levels, in addition to providing architectural flexibility, has …