Elastic shear buckling of sinusoidally corrugated steel plate shear wall

C Dou, ZQ Jiang, YL Pi, YL Guo - Engineering Structures, 2016 - Elsevier
This paper deals with elastic shear buckling behavior of infill panels in sinusoidally
corrugated steel plate shear walls, and fitting equations predicting the shear buckling loads …

Shear resistance and post-buckling behavior of corrugated panels in steel plate shear walls

C Dou, YL Pi, W Gao - Thin-Walled Structures, 2018 - Elsevier
Steel corrugated shear wall (SCSW) is an alternative to traditional shear walls with flat
plates. However, shear resistance behavior and design of the infilled corrugated panels in …

Earthquake engineering: From earthquake resistance, energy dissipation, and isolation, to resilience

Y ZHOU, H WU, A GU - Engineering Mechanics, 2019 - engineeringmechanics.cn
In recent years, the research on earthquake engineering in our country showed a tendency
of development from earthquake resistance, energy dissipation, and isolation to resilience …

Shear resistance and design of infill panels in corrugated-plate shear walls

C Dou, X Cheng, YY Zhao, N Yang - Journal of Structural …, 2021 - ascelibrary.org
Steel corrugated shear walls (SCSWs) are an alternative to ordinary steel plate shear walls
(SPSWs) with flat infill plates. This paper deals with the shear resistance design of …

Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates

PM Clayton, JW Berman, LN Lowes - Journal of constructional steel …, 2015 - Elsevier
In the self-centering steel plate shear wall (SC-SPSW) system, thin steel web plates provide
the primary lateral strength and energy dissipation, while post-tensioned connections in the …

Seismic fragility investigation of hybrid structures BRBF with eccentric-configuration and self-centering frame

MG Azandariani, M Gholami - Journal of Constructional Steel Research, 2022 - Elsevier
In this study, the incremental nonlinear dynamic analysis (IDA) is used to assess the seismic
fragility investigation of hybrid structures with buckling-restrained braced frames with …

An experimental study on the seismic behavior and replaceability of the replaceable steel shear links

J Men, L **ong, J Wang, Q Zhang, P He - Structures, 2021 - Elsevier
The reinforced concrete columns and steel beams (RCS) composite frames have received
popularity in low to moderate seismic regions due to advantages of the system. However …

Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements

F Ren, J Chen, G Chen, Y Guo, T Jiang - Engineering structures, 2018 - Elsevier
A new form of a composite shear wall consisting of a reinforced concrete (RC) wall web and
two boundary columns, in the form of square concrete-filled steel tubes (CFST) incorporating …

Testing of steel plate shear walls with composite columns and infill plates connected to beams only

L Guo, Q Rong, B Qu, J Liu - Engineering Structures, 2017 - Elsevier
This paper focuses on a new type of Steel Plate Shear Walls (SPSWs) consisting of
Concrete Filled Steel Tube (CFST) columns and infill plates connected to beams only. To …