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 …

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 …

Shear stability and resistance design of novel vertically-flexible stiffened steel plate shear walls

BZ Liu, GS Tong, JZ Tong, ZY Xu, J Hou - Structures, 2024 - Elsevier
Steel plate shear walls (SPSWs) have been widely employed in practical engineering
projects. The steel plates inevitably endure axial loads due to the gravitational forces and …

Finite element model evolution of perforated steel plate shear walls under cyclic loading

F Ghobadi, H Ghaffarzadeh - Structures, 2023 - Elsevier
A linked mathematical-informational model to approximate the Force-Drift relationship of
surrounding perforated steel plate shear walls under monotonic and cyclic loading is …

Development of numerical model capturing cyclic behavior of Two-Side clamped infill plates

DH Shin, HJ Kim - Structures, 2023 - Elsevier
This study aims to propose a simple numerical model methodology for two-side clamped
infill steel plates with various aspect ratios, slenderness ratios and even different steel …

Theoretical models of key parameters for performance‐based seismic design of new partially connected steel plate shear wall with vertical square tube stiffeners

Y An, K Liu, R Cui, G Zhou, J Ou - Earthquake Engineering & …, 2022 - Wiley Online Library
The main problems of steel plate shear walls in current studies can be grouped into two
categories: the unexpected bulky column or column failure in fully connected steel plate …

Cyclic behavior of an innovative braced ductile thin shear panel

G Sun, C Bao, W Liu, Y Fang - Structures, 2021 - Elsevier
This study aimed to investigate the cyclic behavior of an innovative braced ductile thin shear
panel (BDSP) component consisting of a concentric rectangular thin shear panel, a …

Experimental study on the effect of square opening size and location on cyclic response of steel plate shear walls

G Kordzangeneh, A Rezaeian, H Showkati… - Structures, 2021 - Elsevier
This paper presents the results from an experimental and numerical study on the effects of
square openings on Steel Plate Shear Wall (SPSW) systems. For this purpose, seven …

Investigation of semi-supported steel plate shear walls with different infill plates under cyclic loading

Y Cao, MH Asadi, R Alyousef, S Baharom… - … Based Design of …, 2023 - Taylor & Francis
Semi-supported steel plate shear walls (SSPSWs) system has been attracted the attention of
researchers' interest with maintaining positive performance and reducing defects in …

Bilinear Load–Displacement Curve of Semi-supported Steel Shear Walls

SE Sadat Kholerdi, A Jahanpour - International Journal of Steel Structures, 2020 - Springer
Elastic stiffness and ultimate shear capacity are two main parameters of a structural system
to obtain its ideal bilinear load–displacement. In the previous studies, the ultimate shear …