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Experimental behaviour of 3D end-plate beam-to-column bolted steel joints
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/9783433604762openalex-snapshot
Design of Joints in Steel and Composite Structures
inferredcites →https://doi.org/10.1016/0143-974x(88)90045-4openalex-snapshot
The design of structural steel frames under consideration of the nonlinear behaviour of joints
inferredcites →https://doi.org/10.1016/b978-008042821-5/50100-0openalex-snapshot
The stiffness model of revised annex j of eurocode 3
inferredcites →https://doi.org/10.1016/j.engstruct.2004.04.003openalex-snapshot
Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force
inferredcites →https://doi.org/10.1016/j.engstruct.2011.12.048openalex-snapshot
Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading
inferredcites →https://doi.org/10.1016/j.jcsr.2004.12.001openalex-snapshot
Parametric analysis of steel bolted end plate connections using finite element modeling
inferredcites →https://doi.org/10.1016/j.jcsr.2006.11.004openalex-snapshot
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.2013.07.023openalex-snapshot
Behaviour of welded beam-to-column joints with beams of unequal depth
inferredcites →https://doi.org/10.1016/j.jcsr.2014.10.026openalex-snapshot
Shear behaviour of trapezoidal column panels. I: Experiments and finite element modelling
inferredcites →https://doi.org/10.1016/j.jcsr.2015.08.022openalex-snapshot
Characterization of web panel components in double-extended bolted end-plate steel joints
inferredcites →https://doi.org/10.1016/j.jcsr.2017.01.021openalex-snapshot
Cyclic behaviour characterization of web panel components in bolted end-plate steel joints
inferredcites →https://doi.org/10.1016/s0020-7403(02)00013-9openalex-snapshot
Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints
inferredcites →https://doi.org/10.1016/s0143-974x(98)80023-0openalex-snapshot
Database for the semi-rigid behaviour of beam-to-column connections in seismic regions
inferredcites →https://doi.org/10.1061/jsdeag.0004206openalex-snapshot
Shear Behavior of Steel Frame Joints
inferredcites →https://doi.org/10.1533/9781782420484.5.261openalex-snapshot
Calculation of the Stiffness and Resistance of Minor Axis and 3D Connections
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.1007/978-3-031-10853-2_31openalex-snapshot
End-Plate Beam-to-Column Joints in the Steel Framework
inferred← citeshttps://doi.org/10.1007/978-3-031-62884-9_28openalex-snapshot
Three-Dimensional Macro-Modeling of Major- and Minor-Axis Joints in Beam-to-Wide-Flange-Section Column Joints
inferred← citeshttps://doi.org/10.1007/s11668-022-01347-3openalex-snapshot
Experimental and Numerical Investigation on the Damage Mechanism of Inter-Stage Bolted Flange Connecting Structure
inferred← citeshttps://doi.org/10.1007/s12205-023-2100-yopenalex-snapshot
Study on Seismic Behavior and Influencing Factors of Composite Connection in Moment-resisting Steel Frame
inferred← citeshttps://doi.org/10.1007/s42107-025-01605-3openalex-snapshot
Numerical behaviour of three-dimensional beam-to-column bolted steel joints under weak axis and strong axis loading
inferred← citeshttps://doi.org/10.1016/j.autcon.2026.107068openalex-snapshot
Physics- and data-driven modeling of spatial semi-rigid joints for online structural digital twins
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2019.06.001openalex-snapshot
Unitary model for the analysis of bolted connections using the finite element method
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.111021openalex-snapshot
Major axis steel joint with additional plates subjected to torsion: Stiffness characterization
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.117856openalex-snapshot
A novel analytical formulation for the stiffness of the component column web panel in shear with additional plates in bolted steel joints.
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119056openalex-snapshot
Influence of in-plane transverse compression on the behaviour of the face plate component in weak axis and tubular steel joints
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119513openalex-snapshot
Innovative steel beam-to-column joint under central column loss situation: Experimental tests and analytical model
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.121274openalex-snapshot
Shear behaviour and balanced design of panel zones in beam-to-T-shaped section column joints
inferred← citeshttps://doi.org/10.1016/j.istruc.2021.06.049openalex-snapshot
Experimental and numerical research on the multi-stage seismic failure modes of steel frame with end-plate connection
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106362openalex-snapshot
Seismic performance verification and theoretical stiffness calculation for a novel assembled concrete dry-connected beam-column node
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107264openalex-snapshot
Ductility of the double-sided bolted steel end-plate joint with column web openings under column loss scenario
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107768openalex-snapshot
Investigation of column axial load effect for bolted-end-plate type steel connections
inferred← citeshttps://doi.org/10.1016/j.istruc.2026.111150openalex-snapshot
The knowledge-driven intelligent diagnosis and monitoring of spatial joint security status
inferred← citeshttps://doi.org/10.1016/j.jcsr.2019.105703openalex-snapshot
Metamodelling of stiffness matrices for 2D welded asymmetric steel joints
inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.106300openalex-snapshot
Seismic performance of bolted beam-to-column connection with rib-stiffened splicing plate
inferred← citeshttps://doi.org/10.1016/j.jcsr.2021.106586openalex-snapshot
Seismic performance of spatial beam-column connections in steel frame
inferred← citeshttps://doi.org/10.1016/j.jcsr.2024.108941openalex-snapshot
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading
inferred← citeshttps://doi.org/10.1016/j.jobe.2020.101925openalex-snapshot
Stiffness metamodelling of 2D bolted extended end-plate steel connections using modal decomposition
inferred← citeshttps://doi.org/10.1016/j.jobe.2025.112714openalex-snapshot
Characterization of panel zones in steel beam-to-T-shaped section column joints
inferred← citeshttps://doi.org/10.1016/j.jobe.2025.113186openalex-snapshot
Seismic performance and damage characteristics evolution of spatial beam to corner column connection with T-stubs
inferred← citeshttps://doi.org/10.1016/j.tafmec.2022.103518openalex-snapshot
Dynamic fracture process of T-shaped beam-column specimens with prefabricated cracks under offset impact
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103501openalex-snapshot
Experimental and numerical investigation on the bearing capacity of disconnectable coupling (DC) joints for prestressed internal bracing in subway excavations
inferred← citeshttps://doi.org/10.1016/j.tws.2020.107271openalex-snapshot
Experimental and numerical studies of a new prefabricated steel frame joint without field-welding: Design and static performance
inferred← citeshttps://doi.org/10.1016/j.tws.2022.110119openalex-snapshot
Structural behaviour and design of stainless steel end-plate beam-to-exterior column minor-axis joints
inferred← citeshttps://doi.org/10.1016/j.undsp.2024.06.006openalex-snapshot
Experimental and numerical investigation of the load-bearing capacity of bolt-fastened wedge active joints for prestressed internal bracing in subway excavations
inferred← citeshttps://doi.org/10.1051/e3sconf/202453301006openalex-snapshot
Experimental studies of flange connections with gaps
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0003118openalex-snapshot
Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections
inferred← citeshttps://doi.org/10.1177/1369433219898084openalex-snapshot
Structural behaviour of inner set bolted joints in steel tubes under tension
inferred← citeshttps://doi.org/10.1177/1687814020975919openalex-snapshot
Research on bolt pre-tightening and relaxation mechanism under transverse load
inferred← citeshttps://doi.org/10.1515/eng-2022-0579openalex-snapshot
Three-dimensional analysis of steel beam-column bolted connections
inferred← citeshttps://doi.org/10.1515/jmbm-2022-0284openalex-snapshot
Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
inferred← citeshttps://doi.org/10.18057/ijasc.2020.16.2.5openalex-snapshot
DESIGN AND ANALYSIS OF STEEL STRUCTURES CONSIDERING THE 3D BEHAVIOUR OF THE JOINTS
inferred← citeshttps://doi.org/10.2139/ssrn.5388197openalex-snapshot
Cyclic Performance of Steel Box-Section Connections: Effects of End-Plate Location
inferred← citeshttps://doi.org/10.22227/1997-0935.2023.11.1763-1779openalex-snapshot
Экспериментальные исследования влияния зазоров во фланцевых соединениях на напряженно-деформированное состояние узла
inferred← citeshttps://doi.org/10.24275/uama.6743.9457openalex-snapshot
Conexiones de acero con entre vigas I y columnas HSS mediante la mecánica computacional
inferred← citeshttps://doi.org/10.3390/sym12010140openalex-snapshot
Mechanical Behaviors of a Symmetrical Bolt Fasten Wedge Active Joint for Braced Excavations
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