Lateral behaviour and failure modes of buckling-restrained beam-only-connected steel plate shear walls

K Wang, YH Wang, XH Zhou, H Su, JK Tan… - Engineering Failure …, 2022 - Elsevier
In this paper, a new type of steel plate shear wall (SPSW) structure comprising square
concrete-filled steel tube (CFST) boundary frame and infilled cold-formed steel (CFS) …

Shear capacity prediction of buckling-restrained SPSWs with beam-connected only using response surface method

JK Tan, Y Zhou, T Peng, YH Wang, K Wang, LL Duan… - Structures, 2023 - Elsevier
The cold-formed steel (CFS) buckling-restrained steel plate shear walls (BRSPSW) with
beam-connected only have the characteristics of avoiding additional force on the frame …

Mechanical performance of coupled buckling-restrained steel plate shear walls

J Yu, X Feng, J Hao, J Hua - Journal of Building Engineering, 2021 - Elsevier
In order to improve the seismic behavior of coupled steel plate shear wall (CSPSW), a new
type of coupled buckling-restrained steel plate shear wall structure is proposed. To study the …

Cyclic loading behavior of novel internally stiffened double steel plate shear wall

ZQ Jiang, JJ Wang, CJ Shen, T Yan, L Su - Journal of Building Engineering, 2024 - Elsevier
In this paper, a novel Internally Stiffened Double Steel Plate Shear Wall (ISD-SPSW) is
proposed based on the concept of improving the buckling mode of steel plates and …

Experimental and numerical investigation of steel beam-to-CFST column frame-thin steel plate shear walls with cross stiffness

XT Wang, CD Xie - International Journal of Steel Structures, 2019 - Springer
Steel plate shear wall (SPSW) systems have been used increasingly in medium-and high-
rise buildings in recent decades. Two major issues in the slender-web SPSW are the …

Nonlinear finite element modeling of novel partially connected buckling-restrained steel plate shear walls

MW Wei, JY Richard Liew, XY Fu - International Journal of Steel Structures, 2019 - Springer
It has been demonstrated that the buckling-restrained steel plate shear wall (SPSW) is an
efficient and economic lateral load-resisting system exhibiting high performance on initial …

Experimental study on the seismic behavior of high-performance cold-formed steel plate shear walls

Y Shi, Z Luo, Y Xu, Y Zou, L Xu, Q Ma - Engineering Structures, 2022 - Elsevier
To study the seismic behavior of two types of walls under horizontal reversed-cyclic loading,
6 full-scale cold-formed steel plate shear wall (CFS-SPSW) specimens were designed. They …

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 …

[PDF][PDF] Research on seismic behavior of L-shaped concrete-filled steel tubes column frame-buckling restrained steel plate shear walls

A Mohammed, ZH Chen, YS Du, WAH Mashrah… - Adv. Steel …, 2023 - researchgate.net
Steel-plate-shear-walls (SPSWs) structures have been greatly utilized in high-rise buildings
to resist earthquakes and wind loads [1-6]. A few decades ago, different types of SPSWs …

Numerical and experimental investigation of the full-scale buckling-restrained steel plate shear wall with inclined slots

S Jin, S Yang, J Bai - Thin-Walled Structures, 2019 - Elsevier
This paper presents a buckling-restrained steel plate shear wall with inclined slots (simply
referred as “slotted SPSW”) with own boundary columns, which can be used as a novel …