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Hysteresis behavior of Auxetic Perforated Steel Plate Shear Walls with elliptical and peanut-shaped cutouts
Although auxetic (negative Poisson's ratio) materials and structures have unique
mechanical properties, their application in earthquake-resistant structures is rarely reported …
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
Steel plate shear walls (SPSWs) are lateral load resisting systems with a significant energy
dissipation potential under cyclic loading. This research performed experimental and …
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)
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 …
(SPSWs) with complex geometry and details, using the equivalent constitutive models infill …
[HTML][HTML] Inelastic cyclic response of RBS connections with jumbo sections
This paper examines the cyclic performance of reduced beam section (RBS) moment
connections incorporating larger member sizes than those allowed in the current seismic …
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 …
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 …
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 …
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
Connections with damage concentrated to pre-selected components can enhance seismic
resilience for moment resisting frames. These pre-selected components always yield early to …
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
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 …
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 …
popular and suitable lateral load resistive structural solutions for steel buildings. The employ …