On the public citation graph

Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading

https://doi.org/10.1016/j.engstruct.2011.12.048

0 signed · 62 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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.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/10.1016/j.engstruct.2000.09.001openalex-snapshot

Experimental assessment of the ductility of extended end plate connections

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.2006.11.005openalex-snapshot

The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation

inferredcites →https://doi.org/10.1016/j.jcsr.2010.06.005openalex-snapshot

Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach

inferredcites →https://doi.org/10.1016/j.jcsr.2010.11.018openalex-snapshot

New proposals on the calculation of the flexural resistance in angle connections

inferredcites →https://doi.org/10.1016/s0045-7949(02)00014-7openalex-snapshot

Post-limit stiffness and ductility of end-plate beam-to-column steel joints

inferredcites →https://doi.org/10.1061/(asce)0733-9445(1986)112:3(615)openalex-snapshot

Moment‐Rotation Curves for Bolted Connections

inferredcites →https://doi.org/10.1201/b18121-13openalex-snapshot

Design in structural steelwork to BS 5950

inferredcites →https://doi.org/10.1201/crcnediciengopenalex-snapshot

New Directions in Civil Engineering

inferredcites →https://doi.org/10.5169/seals-56922openalex-snapshot

Moment capacity of beam-to-column minor-axis joints

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.4888788openalex-extracted

inferred← citeshttps://doi.org/10.1007/s13296-018-0033-yopenalex-snapshot

FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint

inferred← citeshttps://doi.org/10.1007/s13296-018-0091-1openalex-snapshot

Finite Element Analysis of Weak-Axis Composite Connections Under Cyclic Loading

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/b978-0-443-21838-5.00006-0openalex-snapshot

Endplate connection under static bending moment

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.engstruct.2013.03.035openalex-snapshot

Experimental and numerical analysis of E-stubs in three dimensional joints: A new analytical formulation for the stiffness calculation

inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.08.037openalex-snapshot

A new analytical formulation for the E-stub strength calculation in three dimensional steel joints with additional plates welded to the weak axis

inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.03.039openalex-snapshot

T-stub behavior under out-of-plane bending. II: Parametric study and analytical characterization

inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.03.041openalex-snapshot

T-stub behaviour under out-of-plane bending. I: Experimental research and finite element modelling

inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.03.063openalex-snapshot

Nonlinear dynamic collapse analysis of semi-rigid steel frames based on the finite particle method

inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.05.037openalex-snapshot

Parametric study and analytical characterization of the bolt–column (BC) joint for single-layer reticulated structures

inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.04.087openalex-snapshot

Experimental study on seismic behavior of full-scale fully prefabricated steel frame: Members and joints

inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.010openalex-snapshot

Experimental investigation of unequal-depth-beam-to-column joints with t-shape connector

inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.029openalex-snapshot

Numerical investigation on strength and failure modes of thread-fixed one-side bolted T-stubs under tension

inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.06.096openalex-snapshot

Finite element analysis on the seismic behavior of fully prefabricated steel frames

inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.02.012openalex-snapshot

Shear behavior of lap connection using one-side bolts

inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.03.017openalex-snapshot

Experimental behaviour of 3D end-plate beam-to-column bolted steel joints

inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110655openalex-snapshot

Experimental studies on thread-fixed one-side bolted connection of beam to hollow square steel tube under static bending moment

inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112977openalex-snapshot

Experimental studies on thread-fixed one-side bolted endplate connection with internal strengthening structure

inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.115647openalex-snapshot

Behavior of thread-fixed one-side bolts bolted T-stubs with arc-shaped flange to steel tube under tension

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.ijnonlinmec.2016.07.006openalex-snapshot

Interval analysis of nonlinear frames with uncertain connection properties

inferred← citeshttps://doi.org/10.1016/j.istruc.2019.01.008openalex-snapshot

Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code

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.2022.12.116openalex-snapshot

Further analysis on mechanical behaviors of blind-bolted T-stub connections to CFDST columns

inferred← citeshttps://doi.org/10.1016/j.istruc.2023.104880openalex-snapshot

Mechanical behavior of TOBs bolted T-stubs with thick arc-shaped flange to steel tube under tension: A numerical and theoretical investigation

inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106936openalex-snapshot

Exploration of the behavior and evolution features of beam-column joints with T-stub using the structural strain energy method

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.2013.07.033openalex-snapshot

Numerical study on seismic behaviors of steel frame end-plate connections

inferred← citeshttps://doi.org/10.1016/j.jcsr.2016.09.013openalex-snapshot

An efficient method for optimizing space steel frames with semi-rigid joints using practical advanced analysis and the micro-genetic algorithm

inferred← citeshttps://doi.org/10.1016/j.jcsr.2016.11.006openalex-snapshot

Modelling and behaviour of beam-to-column connections under axial force and cyclic bending

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.2020.106050openalex-snapshot

Experimental study on T-stubs connected by thread-fixed one-side bolts under cyclic load

inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.106139openalex-snapshot

Experimental studies on thread-fixed one-side bolted T-stubs in tension at elevated temperatures

inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.106359openalex-snapshot

Studies on T-shaped one-side bolted connection to hollow section column under bending

inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.106493openalex-snapshot

Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension

inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107239openalex-snapshot

HSS steel corner column to H-beam joints under cyclic bidirectional loadings: Experiment, numerical modeling, and calculation

inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107645openalex-snapshot

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

inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107747openalex-snapshot

Parametric study and design method on unequal depth beams to corner column joints with H-damper

inferred← citeshttps://doi.org/10.1016/j.jcsr.2024.108992openalex-snapshot

Cyclic behavior of beam-to-column connections with vertical oblique angles

inferred← citeshttps://doi.org/10.1016/j.jobe.2021.103104openalex-snapshot

Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection

inferred← citeshttps://doi.org/10.1016/j.jobe.2025.112816openalex-snapshot

Bidirectional mechanical behavior of bolted H-column-I-beam joints connection: experiment, simulation and theoretical model

inferred← citeshttps://doi.org/10.1016/j.tws.2019.04.010openalex-snapshot

Seismic performance of beam to column connections with T-shaped slit dampers

inferred← citeshttps://doi.org/10.1016/j.tws.2026.114817openalex-snapshot

Seismic behavior and flexural strength design method for castellated beam-to-column end-plate joints with dual plastic hinges

inferred← citeshttps://doi.org/10.1016/j.tws.2026.114872openalex-snapshot

Seismic behaviour of weak-axis castellated beam-to-H-shaped column end-plate joints with double cover plates

inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002616openalex-snapshot

Reliability Evaluation of Semirigid Steel Frames Using Advanced Analysis

inferred← citeshttps://doi.org/10.1115/1.4056785openalex-snapshot

Physical Testing Campaign Facilitating Validation of Welded Steel Structures by Non-Linear Finite Element Analysis

inferred← citeshttps://doi.org/10.1155/2019/8131052openalex-snapshot

Rotation Stiffness Investigation of Spatial Joints with End‐Plate Connection

inferred← citeshttps://doi.org/10.1155/2019/9742050openalex-snapshot

Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light‐Weight Steel Structure

inferred← citeshttps://doi.org/10.12989/sem.2013.47.6.757openalex-snapshot

Estimation of semi-rigid joints by cross modal strain energy method

inferred← citeshttps://doi.org/10.3390/ma13225133openalex-snapshot

Parametric Analysis and Stiffness Investigation of Extended End-Plate Connection

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.