On the public citation graph

https://doi.org/10.2139/ssrn.4888788

0 signed · 15 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.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

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

inferredcites →https://doi.org/10.1007/s13296-018-0033-yopenalex-extracted
FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint
inferredcites →https://doi.org/10.1016/j.engstruct.2011.12.048openalex-extracted
Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading
inferredcites →https://doi.org/10.1016/j.engstruct.2012.08.034openalex-extracted
Experimental and numerical validation of a new design for three-dimensional semi-rigid composite joints
inferredcites →https://doi.org/10.1016/j.engstruct.2019.03.017openalex-extracted
Experimental behaviour of 3D end-plate beam-to-column bolted steel joints
inferredcites →https://doi.org/10.1016/j.engstruct.2023.116836openalex-extracted
A model for the initial stiffness of the face plate component
inferredcites →https://doi.org/10.1016/j.engstruct.2024.117856openalex-extracted
A novel analytical formulation for the stiffness of the component column web panel in shear with additional plates in bolted steel joints.
inferredcites →https://doi.org/10.1016/j.jcsr.2006.11.004openalex-extracted
The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation
inferredcites →https://doi.org/10.1016/j.jcsr.2019.105714openalex-extracted
Three-dimensional macro-modeling of beam-to-rectangular hollow section column joints under cyclic loading. Part 2: Modeling of beam-to-column joint by extended component-based approach
inferredcites →https://doi.org/10.1016/j.jcsr.2022.107645openalex-extracted
Finite element analysis on the mechanical behaviour of a novel three-dimensional semi-rigid steel joint with a channel component under static and cyclic loading
inferredcites →https://doi.org/10.1016/j.jcsr.2024.108776openalex-extracted
Large displacement model for the nonlinear behaviour of the face plate component
inferredcites →https://doi.org/10.1016/j.tws.2024.112141openalex-extracted
Experimental and numerical characterization of column webs/faces loaded out-of-plane in steel joints
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2003)129:4(487)openalex-extracted
Rotational Stiffness of Rectangular Hollow Sections Composite Joints
inferredcites →https://doi.org/10.1155/2019/8131052openalex-extracted
Rotation Stiffness Investigation of Spatial Joints with End‐Plate Connection
inferredcites →https://doi.org/10.1201/9781003132134-5openalex-extracted
Design of hybrid beam-to-column joints between RHS tubular columns and I-section beams

What points at this work

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

inferred← citeshttps://doi.org/10.1016/j.engfailanal.2025.110086openalex-snapshot
Shear behaviour of panel zone in steel beam-to-T-shaped section column joints
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.