Research graph
References from Effect of local thickness enhancement on seismic performance of special-shaped steel beam-to-square CFST column joints with inclined internal diaphragms. Local targets link to admitted publications; unresolved targets remain external evidence.
Design and construction of concrete-filled steel tube column system in Japan
2003 · External reference
Beam-to-CFST column joints in steel-concrete composite buildings: A comprehensive review
10.1016/j.istruc.2024.107123 · 2024 · External reference
Experimental and numerical research on hysteretic behavior of CFST frame with diaphragm-through connections
2022 · External reference
Experimental and analytical assessments of force transfer mechanisms in CFST columns with blind-bolted shear connections
10.1016/j.engstruct.2026.122484 · 2026 · External reference
Connection between concrete-filled square steel tubular column and steel beam reinforced with internal diaphragm: Elasto-plastic behavior of the local connection
10.3130/aijs.65.175_2 · 2000 · External reference
Tensile strength and failure mechanism of internal diaphragms in wide flange beam-to-box column connections with concrete filling
2021 · External reference
Experimental and numerical investigation of I-beam to concrete-filled tube (CFT) column moment connections with pipe-stiffened internal diaphragm
10.1016/j.jcsr.2022.107648 · 2023 · External reference
Experimental study on seismic behaviour of thick-flange steel beam to square CFST column joints with internal diaphragms
10.1016/j.engstruct.2024.118792 · 2024 · External reference
Experimental investigation on local connection behaviour of thick-flange steel beam to CFST column joints under cyclic loadings
10.1016/j.engstruct.2025.121206 · 2025 · External reference
Numerical Study and Design Method of Irregular Steel Beam-to-CFST Column Joints with Inclined Internal Diaphragms
10.3390/buildings16081502 · 2026 · External reference
Research on shear strength of CFSST column and H-section with beam composite joint of unequal depth
10.1016/j.jcsr.2021.106575 · 2021 · External reference
Cyclic behaviour of steel irregular tubular column panel zones
10.1016/j.tws.2020.106901 · 2020 · External reference
Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone
10.1016/j.engstruct.2018.04.029 · 2018 · External reference
Experimental performance of irregular PZs in CHS column H-shape beam steel frame
10.1016/j.jcsr.2019.04.016 · 2019 · External reference
Shear behaviour of trapezoidal column panels. I: Experiments and finite element modelling.
10.1016/j.jcsr.2014.10.026 · 2015 · External reference
Shear behaviour of stiffened double rectangular column panels: Characterization and cruciform element.
10.1016/j.jcsr.2015.10.012 · 2016 · External reference
Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections.
10.1016/j.jcsr.2018.08.023 · 2018 · External reference
Analysis on the Shear Capacity of Irregular Joints between Steel Box Columns and Beams
10.1007/s13296-016-6021-1 · 2016 · External reference
Shear behavior of panel zones in steel beam-to-column connections with unequal depth of outer annular stiffener. Journal of Structural Engineering
10.1061/(asce)st.1943-541x.0002256 · 2019 · External reference
Influence of staggered floor and unequal height of left and right beam on seismic behavior of CFSST column-to-HSS beam composite frames
2023 · External reference
Experimental study on seismic behavior of concrete filled square tubular frame with staggered beam-to-column joints
10.1016/j.istruc.2020.11.037 · 2021 · External reference
The elasto-plastic behaviors of joint panels at the connection of rectangular steel column and two H-shaped beams with different depth. Journal of Structural and Construction Engineering
2000 · External reference
Seismic performance of an unequal-depth steel beam-to-CFST column joint with insert diaphragm: Experiment, numerical analysis and design method
10.1016/j.tws.2026.114508 · 2026 · External reference
Experimental, numerical, and theoretical investigations on cyclic performance of staggered-floor steel beam-to-CFST column connections with partially insert-diaphragms
2026 · External reference
Post-earthquake repair of welded unreinforced flange-bolted web connections considering composite slab effects
10.1016/j.jcsr.2024.108911 · 2024 · External reference
Seismic retrofit of H-section beam-to-HSS column connections in existing high-rise steel buildings
2025 · External reference
Experimental Study on Seismic Behavior of Irregular-Shaped Steel-Beam-to-CFST Column Joints with Inclined Internal Diaphragms
10.3390/buildings15244514 · 2025 · External reference
Unresolved reference
2004 · External reference
Unresolved reference
External reference
Unresolved reference
2021 · External reference
Unresolved reference
2024 · External reference
Unresolved reference
External reference
Behavior of new hybrid connection between steel beam and concrete-encased composite column
10.1016/j.jcsr.2023.108043 · 2023 · External reference
Unresolved reference
External reference
Push-out tests of concrete-filled stainless steel SHS tubes
10.1016/j.jcsr.2018.02.016 · 2018 · External reference
Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research
10.1016/j.jcsr.2018.02.038 · 2019 · External reference
Influence of corrosion on loading capacity of circular concrete-filled steel tubular column
10.1016/j.jcsr.2024.108564 · 2024 · External reference
Performance of concrete-filled thin-walled steel tubes under pure torsion
10.1016/j.tws.2007.01.008 · 2007 · External reference
Time-independent constitutive theories for cyclic plasticity
10.1016/0749-6419(86)90010-0 · 1986 · External reference
A simplified prediction method on Chaboche isotropic/kinematic hardening model parameters of structural steels
2023 · External reference
Unresolved reference
1993 · External reference
Description of anisotropic damage application to elasticity. Berlin GER: IUTAM colloquium on physical nonlinearities in structural analysis
1981 · External reference
Analysis on the Shear Capacity of Irregular Joints between Steel Box Columns and Beams
10.1007/s13296-016-6021-1 · ExternalCitation · doi-reference
Time-independent constitutive theories for cyclic plasticity
10.1016/0749-6419(86)90010-0 · ExternalCitation · doi-reference
Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone
10.1016/j.engstruct.2018.04.029 · ExternalCitation · doi-reference
Experimental study on seismic behaviour of thick-flange steel beam to square CFST column joints with internal diaphragms
10.1016/j.engstruct.2024.118792 · ExternalCitation · doi-reference
Experimental investigation on local connection behaviour of thick-flange steel beam to CFST column joints under cyclic loadings
10.1016/j.engstruct.2025.121206 · ExternalCitation · doi-reference
Experimental and analytical assessments of force transfer mechanisms in CFST columns with blind-bolted shear connections
10.1016/j.engstruct.2026.122484 · ExternalCitation · doi-reference
Experimental study on seismic behavior of concrete filled square tubular frame with staggered beam-to-column joints
10.1016/j.istruc.2020.11.037 · ExternalCitation · doi-reference
Beam-to-CFST column joints in steel-concrete composite buildings: A comprehensive review
10.1016/j.istruc.2024.107123 · ExternalCitation · doi-reference
Shear behaviour of trapezoidal column panels. I: Experiments and finite element modelling.
10.1016/j.jcsr.2014.10.026 · ExternalCitation · doi-reference
Shear behaviour of stiffened double rectangular column panels: Characterization and cruciform element.
10.1016/j.jcsr.2015.10.012 · ExternalCitation · doi-reference
Push-out tests of concrete-filled stainless steel SHS tubes
10.1016/j.jcsr.2018.02.016 · ExternalCitation · doi-reference
Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research
10.1016/j.jcsr.2018.02.038 · ExternalCitation · doi-reference
Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections.
10.1016/j.jcsr.2018.08.023 · ExternalCitation · doi-reference
Experimental performance of irregular PZs in CHS column H-shape beam steel frame
10.1016/j.jcsr.2019.04.016 · ExternalCitation · doi-reference
Research on shear strength of CFSST column and H-section with beam composite joint of unequal depth
10.1016/j.jcsr.2021.106575 · ExternalCitation · doi-reference
Experimental and numerical investigation of I-beam to concrete-filled tube (CFT) column moment connections with pipe-stiffened internal diaphragm
10.1016/j.jcsr.2022.107648 · ExternalCitation · doi-reference
Behavior of new hybrid connection between steel beam and concrete-encased composite column
10.1016/j.jcsr.2023.108043 · ExternalCitation · doi-reference
Influence of corrosion on loading capacity of circular concrete-filled steel tubular column
10.1016/j.jcsr.2024.108564 · ExternalCitation · doi-reference
Post-earthquake repair of welded unreinforced flange-bolted web connections considering composite slab effects
10.1016/j.jcsr.2024.108911 · ExternalCitation · doi-reference
Performance of concrete-filled thin-walled steel tubes under pure torsion
10.1016/j.tws.2007.01.008 · ExternalCitation · doi-reference
Cyclic behaviour of steel irregular tubular column panel zones
10.1016/j.tws.2020.106901 · ExternalCitation · doi-reference
Seismic performance of an unequal-depth steel beam-to-CFST column joint with insert diaphragm: Experiment, numerical analysis and design method
10.1016/j.tws.2026.114508 · ExternalCitation · doi-reference
Shear behavior of panel zones in steel beam-to-column connections with unequal depth of outer annular stiffener. Journal of Structural Engineering
10.1061/(asce)st.1943-541x.0002256 · ExternalCitation · doi-reference
Connection between concrete-filled square steel tubular column and steel beam reinforced with internal diaphragm: Elasto-plastic behavior of the local connection
10.3130/aijs.65.175_2 · ExternalCitation · doi-reference
Experimental Study on Seismic Behavior of Irregular-Shaped Steel-Beam-to-CFST Column Joints with Inclined Internal Diaphragms
10.3390/buildings15244514 · ExternalCitation · doi-reference
Numerical Study and Design Method of Irregular Steel Beam-to-CFST Column Joints with Inclined Internal Diaphragms
10.3390/buildings16081502 · ExternalCitation · doi-reference
