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Experimental and numerical validation of a new design for three-dimensional semi-rigid composite joints

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

inferredcites →https://doi.org/10.1016/b978-008044637-0/50115-3openalex-snapshot
Modelling of semi-rigid composite beam-column connections with precast hollowcore slabs
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.engstruct.2007.03.009openalex-snapshot
An alternative design for internal and external semi-rigid composite joints. Part I: Experimental research
inferredcites →https://doi.org/10.1016/j.engstruct.2007.03.010openalex-snapshot
An alternative design for internal and external semi-rigid composite joints. Part II: Finite element modelling and analytical study
inferredcites →https://doi.org/10.1016/j.engstruct.2007.03.021openalex-snapshot
A probabilistic assessment of the effect of post-weld treatment on the fatigue performance of tubular truss bridges
inferredcites →https://doi.org/10.1016/j.jcsr.2003.12.001openalex-snapshot
Ultimate strength of continuous composite beams in combined bending and shear
inferredcites →https://doi.org/10.1016/j.jcsr.2005.11.013openalex-snapshot
Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs
inferredcites →https://doi.org/10.1016/j.jcsr.2006.06.003openalex-snapshot
Finite element modelling of composite beams with full and partial shear connection
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.2009.04.024openalex-snapshot
Experimental and numerical model for space steel and composite semi-rigid joints
inferredcites →https://doi.org/10.1016/j.jcsr.2011.11.006openalex-snapshot
An efficient cruciform element to model semirigid composite connections for frame analysis
inferredcites →https://doi.org/10.1016/s0143-974x(96)00045-4openalex-snapshot
Effect of high shear on the moment capacity of composite cruciform endplate connections
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2004)130:2(320)openalex-snapshot
Bidirectional Tests on Partially Restrained, Composite Beam-to-Column Connections
inferredcites →https://doi.org/10.1201/b18121-13openalex-snapshot
Design in structural steelwork to BS 5950
inferredcites →https://doi.org/10.1201/b18121-18openalex-snapshot
Eurocode 2: Design of concrete structures

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inferred← citeshttps://doi.org/10.2139/ssrn.4888788openalex-extracted
inferred← citeshttps://doi.org/10.1007/978-3-030-45473-9_3openalex-snapshot
Optimum Design of Castellated Beams with Composite Action and Semi-rigid Connection
inferred← citeshttps://doi.org/10.1007/s12008-025-02305-7openalex-snapshot
Numerical analysis of composite cold-formed steel semi-rigid beam-to-column joints
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/s41024-023-00304-3openalex-snapshot
The structural behavior of composite cold-formed steel beam-to-column joints with different connection shapes
inferred← citeshttps://doi.org/10.1016/j.advengsoft.2017.07.005openalex-snapshot
Novel numerical method for the analysis of semi-rigid jointed lattice shell structures considering plasticity
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2019.07.154openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.cscm.2022.e01138openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.11.030openalex-snapshot
Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.03.039openalex-snapshot
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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
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.11.060openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.03.082openalex-snapshot
Behavior of concrete beam-column frame joints with DfD connections: A simulation study with interface modelling
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109854openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.111021openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.111793openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.113955openalex-snapshot
Biaxial cyclic behavior of bolted end-plate connection to I-column reformed by box-plates
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115001openalex-snapshot
Evaluation of machine learning models for load-carrying capacity assessment of semi-rigid steel structures
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.finel.2016.08.003openalex-snapshot
Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors
inferred← citeshttps://doi.org/10.1016/j.istruc.2016.09.009openalex-snapshot
Numerical Study of Deconstructable Flush End Plate Composite Joints to Concrete-filled Steel Tubular Columns
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.2023.104892openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.istruc.2026.111150openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jcsr.2015.05.011openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jcsr.2016.01.021openalex-snapshot
Investigations on the mechanical behavior of suspend-dome with semirigid joints
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.2017.10.028openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jcsr.2018.02.002openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jcsr.2018.02.025openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.106257openalex-snapshot
Moment-rotation model for steel-timber composite connections with slab continuity steel rods
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.2025.109737openalex-snapshot
An alternative design for deconstructable external semi-rigid composite joints with precast geopolymer concrete slabs: Numerical study
inferred← citeshttps://doi.org/10.1016/j.jcsr.2025.109844openalex-snapshot
Strength and stiffness criterion-based classification of the cold-formed steel welded beam-to-column connections
inferred← citeshttps://doi.org/10.1016/j.jcsr.2026.110591openalex-snapshot
Numerical investigation of the cyclic behavior of demountable external composite beam–steel column joints with emphasis on central reinforcing bar parameters
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.105134openalex-snapshot
Axial-moment interaction for 2D extended end plate bolted steel connections. Experimental investigation and assessment of the initial imperfections
inferred← citeshttps://doi.org/10.1016/j.jobe.2026.116658openalex-snapshot
Investigating the effect of outriggers on the minimum weight design of real-scale high-rise buildings with semi-rigid connections
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001147openalex-snapshot
Moment-Rotation Model for Blind-Bolted Flush End-Plate Connections in Composite Frame Structures
inferred← citeshttps://doi.org/10.1080/13632469.2023.2204172openalex-snapshot
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inferred← citeshttps://doi.org/10.1142/s0219455420500728openalex-snapshot
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inferred← citeshttps://doi.org/10.1155/2019/8131052openalex-snapshot
Rotation Stiffness Investigation of Spatial Joints with End‐Plate Connection
inferred← citeshttps://doi.org/10.1177/1369433216630123openalex-snapshot
Simplified numerical method for latticed shells that considers member geometric imperfection and semi-rigid joints
inferred← citeshttps://doi.org/10.1590/s1983-41952020000200009openalex-snapshot
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inferred← citeshttps://doi.org/10.1680/jstbu.17.00093openalex-snapshot
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inferred← citeshttps://doi.org/10.2139/ssrn.5202138openalex-snapshot
Effect of Outrigger on Semi-Rigid High-Rise Structures: An Optimization Approach
inferred← citeshttps://doi.org/10.2139/ssrn.6330148openalex-snapshot
Numerical Investigation of Demountable External Composite Joints Featuring Central Reinforcing Bar
inferred← citeshttps://doi.org/10.24200/sci.2017.4195openalex-snapshot
Optimum Design of Castellated Beams: Effect of Composite Action and Semi-Rigid Connections
inferred← citeshttps://doi.org/10.3390/su15064790openalex-snapshot
Nonlinear Finite Element Analysis of a Composite Joint with a Blind Bolt and T-stub
inferred← citeshttps://doi.org/10.5216/reec.v15i1.52041openalex-snapshot
SIMULAÇÃO NÚMERICA DO COMPORTAMENTO DE VIGAS MISTAS DE AÇO E CONCRETO PROTENDIDAS [ Numerical behavior analysis of prestressed steel-concrete composite beams ]
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