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Experimental study on seismic performance of steel plate reinforced concrete tubes under cyclic loading

https://doi.org/10.1002/tal.1345
0 signed · 21 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1007/11803.1993-503xopenalex-snapshot
Earthquake Engineering and Engineering Vibration
inferredcites →https://doi.org/10.1016/j.jcsr.2013.03.011openalex-snapshot
Seismic behavior of steel tube–double steel plate–concrete composite walls: Experimental tests
inferredcites →https://doi.org/10.1016/j.jcsr.2013.05.001openalex-snapshot
Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls
inferredcites →https://doi.org/10.1016/j.jcsr.2015.09.015openalex-snapshot
Experimental seismic behavior of innovative composite shear walls
inferredcites →https://doi.org/10.1016/j.jcsr.2015.12.010openalex-snapshot
Seismic behavior of CFST-enhanced steel plate-reinforced concrete shear walls
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0001148openalex-snapshot
In-Plane Seismic Behavior of Rectangular Steel-Plate Composite Wall Piers
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0001481openalex-snapshot
In-Plane Behavior and Design of Rectangular SC Wall Piers without Boundary Elements
inferredcites →https://doi.org/10.1139/l03-087openalex-snapshot
Performance of double skin-profiled composite shear walls — experiments and design equations

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4762007openalex-extracted
Steel Truss Reinforced Concrete Composite Walls: Numerical Investigation and Design Consideration
inferred← citeshttps://doi.org/10.1002/tal.1419openalex-snapshot
Seismic performance and response control of large‐scale and special structures
inferred← citeshttps://doi.org/10.1002/tal.1485openalex-snapshot
Seismic behavior of specially shaped concrete‐filled steel tube columns with multiple cavities
inferred← citeshttps://doi.org/10.1002/tal.1716openalex-snapshot
Influence of crack on the steel plate shear walls strengthened by diagonal stiffeners
inferred← citeshttps://doi.org/10.1007/s10518-019-00685-2openalex-snapshot
Influence of diagonal stiffeners on the response of steel plate shear walls (SPSWs) considering crack propagation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.01.050openalex-snapshot
Experimental study on seismic behavior of steel plate reinforced concrete composite shear wall
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.120032openalex-snapshot
Novel filler-free buckling-restrained steel energy dissipation devices: Cyclic behavior and failure mechanism
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107341openalex-snapshot
Seismic loading assessment of a novel structural column testing equipment
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.105820openalex-snapshot
Seismic behavior of steel plate and reinforced concrete composite wall coupled to steel side columns
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108865openalex-snapshot
Steel truss reinforced concrete composite walls: Numerical investigation and design consideration
inferred← citeshttps://doi.org/10.1177/13694332251391472openalex-snapshot
Design consideration for improving seismic performance of RC structural wall under extreme conditions
inferred← citeshttps://doi.org/10.1680/jcien.23.00167openalex-snapshot
Performance of steel-plate-reinforced concrete composite walls in tall structures
inferred← citeshttps://doi.org/10.3390/buildings12070879openalex-snapshot
Effect of Welding Separation Characteristics on the Cyclic Behavior of Steel Plate Shear Walls
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