Hysteresis behavior of Auxetic Perforated Steel Plate Shear Walls with elliptical and peanut-shaped cutouts

J Wang, Y Zhu, X Cai, Y Wen, P Wang - Journal of Building Engineering, 2023 - Elsevier
Although auxetic (negative Poisson's ratio) materials and structures have unique
mechanical properties, their application in earthquake-resistant structures is rarely reported …

Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading

MG Azandariani, M Gholhaki, MA Kafi - Engineering Structures, 2020 - Elsevier
Steel plate shear walls (SPSWs) are lateral load resisting systems with a significant energy
dissipation potential under cyclic loading. This research performed experimental and …

Hysteresis finite element model for evaluation of cyclic behavior and performance of steel plate shear walls (SPSWs)

MG Azandariani, M Gholhaki, MA Kafi - Structures, 2021 - Elsevier
Abstract Evaluation of hysteresis behavior and ultimate capacity of steel plate shear walls
(SPSWs) with complex geometry and details, using the equivalent constitutive models infill …

[HTML][HTML] Inelastic cyclic response of RBS connections with jumbo sections

DV Bompa, AY Elghazouli, T Bogdan… - Engineering …, 2023 - Elsevier
This paper examines the cyclic performance of reduced beam section (RBS) moment
connections incorporating larger member sizes than those allowed in the current seismic …

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

S **, 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 …

Development and experimental validation of a steel plate shear wall with self-centering energy dissipation braces

J Liu, L Xu, Z Li - Thin-Walled Structures, 2020 - Elsevier
A new type of steel plate shear wall with self-centering energy dissipation braces (SPSW-
SCEDB) was developed. Validation tests of the wall plate and the pre-pressed spring self …

Behaviour of steel plate shear walls with different types of partially-encased H-section columns

J Yu, H Yu, X Feng, C Dang, T Hou, J Shen - Journal of Constructional …, 2020 - Elsevier
Using the partially encased composite (PEC) columns is an efficient method for improving
the behaviour of steel plate shear wall. The PEC column composes H-shape steel column …

Behaviour insights on damage-control composite beam-to-beam connections with replaceable elements

X He, MCH Yam, K Ke, XH Zhou, H Zhang… - Steel and Composite …, 2023 - dbpia.co.kr
Connections with damage concentrated to pre-selected components can enhance seismic
resilience for moment resisting frames. These pre-selected components always yield early to …

Numerical comparison of truss-shaped lateral load-resisting systems with conventional steel shear walls

P Moeinifard, ARG Azad, SR Mirghaderi - Structures, 2024 - Elsevier
Steel plate shear wall (SPSW) is considered to be one of the most efficient lateral load-
resisting systems. However, this system has some drawbacks, including the difficulty of …

Enhancing steel building dynamic performance under cyclic loadings using plate steel shear panels

A Ras, H Basri - Asian Journal of Civil Engineering, 2024 - Springer
Because of their superior seismic resilience, steel plate shear panels are among the most
popular and suitable lateral load resistive structural solutions for steel buildings. The employ …