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References from Seismic behavior of self-centering steel beam-column connections with honeycomb lead shear dampers. Local targets link to admitted publications; unresolved targets remain external evidence.
Experimental and numerical investigation of machine-induced vibrations in industrial building floors
10.1016/j.engstruct.2026.122627 · 2026 · External reference
Cyclic behavior of dual-steel beam-to-column welded flange-bolted web connections
10.1016/j.tws.2023.111452 · 2024 · External reference
Cyclic tensile test on plate-to-box column welded joints with high strength steel
10.1016/j.jcsr.2025.109407 · 2025 · External reference
Experimental study on cruciform welded connections with thick steel plates in moment-resisting beam-to-column joints
10.1016/j.engstruct.2025.119914 · 2025 · 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
Seismic rehabilitation of pre-Northridge steel moment connections: A case study
10.1016/j.jcsr.2005.11.001 · 2006 · External reference
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study
10.1016/j.jcsr.2024.108736 · 2024 · External reference
Cyclic performance welded steel reduced beam section moment connections using longitudinal slots in flanges
10.1016/j.istruc.2023.105328 · 2023 · External reference
Cyclic behavior of steel self-centering prestressed beam-column connection with weakened FCP
10.1016/j.jcsr.2024.109153 · 2025 · External reference
Experimental and numerical investigation on cyclic behavior of beam‑to‑column connection with a lateral steel slit damper
10.1016/j.istruc.2024.107433 · 2024 · External reference
Experimental behavior of a precast beam-column connection equipped with a slit damper subjected to cyclic loading
10.1016/j.istruc.2025.108655 · 2025 · External reference
Seismic performance of a newly assembled joint between shaped steel beams and square steel tubular columns
2025 · External reference
Analysis of bolted connection for H-section beam and square steel tube column
10.1016/j.istruc.2024.105945 · 2024 · External reference
Cyclic behavior of beam-to-upright bolted connections: Experimental study of Chilean steel storage racks
10.1016/j.engstruct.2024.119310 · 2025 · External reference
Seismic performance of CFDST column to steel beam welded-bolted joint with slab
10.1016/j.jcsr.2024.109192 · 2025 · External reference
Hysteretic behaviors of square hollow column-truss beam-diagonal brace connections in steel buildings
10.1016/j.jcsr.2023.108290 · 2024 · External reference
Posttensioned seismic-resistant connections for steel frames
10.1061/(asce)0733-9445(2001)127:2(113) · 2001 · External reference
Experimental evaluation of earthquake resistant posttensioned steel connections
10.1061/(asce)0733-9445(2002)128:7(850) · 2002 · External reference
Seismic performance of an innovative self-centering and repairable connection with SMA bolts in modular steel construction
10.1016/j.tws.2024.112377 · 2024 · External reference
Self-centering steel beam-to-column connections with novel superelastic SMA angles
10.1016/j.jcsr.2024.108458 · 2024 · External reference
Feasibility study of self-centring beam-to-column joints with posttensioned SMA strands
10.1016/j.istruc.2023.03.177 · 2023 · External reference
Seismic performance of self-centering concrete-filled square steel tubular column-to-steel beam connection equipped with SMA bolts
10.1016/j.tws.2022.110351 · 2023 · External reference
Design and Analytical Evaluation of a New Self-Centering Connection with Bolted T-Stub Devices
10.1155/2013/163021 · 2013 · External reference
Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins
10.1016/j.engstruct.2013.02.005 · 2013 · External reference
Resilient steel beam-column connection with bolted compact hollow structural steel damper
10.1016/j.engstruct.2021.113835 · 2022 · External reference
Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
10.1007/s11709-019-0534-6 · 2019 · External reference
Self-centering steel connections with steel bars and a discontinuous composite slab
10.1002/eqe.856 · 2008 · External reference
Self-centering MRFs with bottom flange friction devices under earthquake loading
10.1016/j.jcsr.2008.02.018 · 2009 · External reference
Seismic Performance of a Large-Scale Steel Self-Centering Moment-Resisting Frame: MCE Hybrid Simulations and Quasi-Static Pushover Tests
10.1061/(asce)st.1943-541x.0000661 · 2013 · External reference
Development of the self-centering Sliding Hinge Joint with friction ring springs
10.1016/j.jcsr.2012.07.006 · 2012 · External reference
Experimental study on spatial prefabricated self-centering steel frame with beam-column connections containing bolted web friction devices
10.1016/j.engstruct.2019.05.085 · 2019 · External reference
Cyclic behavior of a prefabricated self-centering beam–column connection with a bolted web friction device
10.1016/j.engstruct.2015.12.025 · 2016 · External reference
Cyclic loading behavior of earthquake-resilient disc-spring self-centering beam-column joints: An experimental study
10.1016/j.engstruct.2025.120366 · 2025 · External reference
Definition and implementation of a robust homogenized constitutive law for aluminum honeycomb crushing
10.1016/j.compstruc.2025.107917 · 2025 · External reference
Flexural properties of thin foam hybrid core sandwich panels with honeycomb cut in three-point bending: Experimental investigation and numerical analysis
10.1016/j.compstruct.2025.119477 · 2025 · External reference
Stability of an elastic honeycomb under out-of-plane compression
10.1016/j.ijsolstr.2025.113588 · 2025 · External reference
Mechanical properties of carbon fiber pyramid-honeycomb with shear strengthening design
10.1016/j.compscitech.2025.111337 · 2025 · External reference
Comprehensive experimental study on the corrugated honeycombs with multidirectional load-bearing and energy absorption performance under various loading conditions
10.1016/j.tws.2025.113765 · 2025 · External reference
Study on the electromagnetic absorption optimization design of honeycomb structures with Ti3C2Tx/Fe3O4/UV resin
10.1016/j.jallcom.2025.182180 · 2025 · External reference
Experimental study of polyurea-reinforced honeycomb targets under sequential penetration and blast
10.1016/j.compositesb.2025.112904 · 2025 · External reference
Seismic behavior of self-centering steel connections with friction T-stubs
10.1016/j.jcsr.2020.106263 · 2020 · External reference
Residual drift response of smrfs and brb frames in steel buildings designed according to ASCE 7-05
10.1061/(asce)st.1943-541x.0000296 · 2011 · External reference
Self-centering steel connections with steel bars and a discontinuous composite slab
10.1002/eqe.856 · ExternalCitation · doi-reference
Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
10.1007/s11709-019-0534-6 · ExternalCitation · doi-reference
Experimental study of polyurea-reinforced honeycomb targets under sequential penetration and blast
10.1016/j.compositesb.2025.112904 · ExternalCitation · doi-reference
Mechanical properties of carbon fiber pyramid-honeycomb with shear strengthening design
10.1016/j.compscitech.2025.111337 · ExternalCitation · doi-reference
Definition and implementation of a robust homogenized constitutive law for aluminum honeycomb crushing
10.1016/j.compstruc.2025.107917 · ExternalCitation · doi-reference
Flexural properties of thin foam hybrid core sandwich panels with honeycomb cut in three-point bending: Experimental investigation and numerical analysis
10.1016/j.compstruct.2025.119477 · ExternalCitation · doi-reference
Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins
10.1016/j.engstruct.2013.02.005 · ExternalCitation · doi-reference
Cyclic behavior of a prefabricated self-centering beam–column connection with a bolted web friction device
10.1016/j.engstruct.2015.12.025 · ExternalCitation · doi-reference
Experimental study on spatial prefabricated self-centering steel frame with beam-column connections containing bolted web friction devices
10.1016/j.engstruct.2019.05.085 · ExternalCitation · doi-reference
Resilient steel beam-column connection with bolted compact hollow structural steel damper
10.1016/j.engstruct.2021.113835 · 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
Cyclic behavior of beam-to-upright bolted connections: Experimental study of Chilean steel storage racks
10.1016/j.engstruct.2024.119310 · ExternalCitation · doi-reference
Experimental study on cruciform welded connections with thick steel plates in moment-resisting beam-to-column joints
10.1016/j.engstruct.2025.119914 · ExternalCitation · doi-reference
Cyclic loading behavior of earthquake-resilient disc-spring self-centering beam-column joints: An experimental study
10.1016/j.engstruct.2025.120366 · 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 numerical investigation of machine-induced vibrations in industrial building floors
10.1016/j.engstruct.2026.122627 · ExternalCitation · doi-reference
Stability of an elastic honeycomb under out-of-plane compression
10.1016/j.ijsolstr.2025.113588 · ExternalCitation · doi-reference
Feasibility study of self-centring beam-to-column joints with posttensioned SMA strands
10.1016/j.istruc.2023.03.177 · ExternalCitation · doi-reference
Cyclic performance welded steel reduced beam section moment connections using longitudinal slots in flanges
10.1016/j.istruc.2023.105328 · ExternalCitation · doi-reference
Analysis of bolted connection for H-section beam and square steel tube column
10.1016/j.istruc.2024.105945 · ExternalCitation · doi-reference
Experimental and numerical investigation on cyclic behavior of beam‑to‑column connection with a lateral steel slit damper
10.1016/j.istruc.2024.107433 · ExternalCitation · doi-reference
Experimental behavior of a precast beam-column connection equipped with a slit damper subjected to cyclic loading
10.1016/j.istruc.2025.108655 · ExternalCitation · doi-reference
Study on the electromagnetic absorption optimization design of honeycomb structures with Ti3C2Tx/Fe3O4/UV resin
10.1016/j.jallcom.2025.182180 · ExternalCitation · doi-reference
Seismic rehabilitation of pre-Northridge steel moment connections: A case study
10.1016/j.jcsr.2005.11.001 · ExternalCitation · doi-reference
Self-centering MRFs with bottom flange friction devices under earthquake loading
10.1016/j.jcsr.2008.02.018 · ExternalCitation · doi-reference
Development of the self-centering Sliding Hinge Joint with friction ring springs
10.1016/j.jcsr.2012.07.006 · ExternalCitation · doi-reference
Seismic behavior of self-centering steel connections with friction T-stubs
10.1016/j.jcsr.2020.106263 · ExternalCitation · doi-reference
Hysteretic behaviors of square hollow column-truss beam-diagonal brace connections in steel buildings
10.1016/j.jcsr.2023.108290 · ExternalCitation · doi-reference
Self-centering steel beam-to-column connections with novel superelastic SMA angles
10.1016/j.jcsr.2024.108458 · ExternalCitation · doi-reference
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study
10.1016/j.jcsr.2024.108736 · ExternalCitation · doi-reference
Cyclic behavior of steel self-centering prestressed beam-column connection with weakened FCP
10.1016/j.jcsr.2024.109153 · ExternalCitation · doi-reference
Seismic performance of CFDST column to steel beam welded-bolted joint with slab
10.1016/j.jcsr.2024.109192 · ExternalCitation · doi-reference
Cyclic tensile test on plate-to-box column welded joints with high strength steel
10.1016/j.jcsr.2025.109407 · ExternalCitation · doi-reference
Seismic performance of self-centering concrete-filled square steel tubular column-to-steel beam connection equipped with SMA bolts
10.1016/j.tws.2022.110351 · ExternalCitation · doi-reference
Cyclic behavior of dual-steel beam-to-column welded flange-bolted web connections
10.1016/j.tws.2023.111452 · ExternalCitation · doi-reference
Seismic performance of an innovative self-centering and repairable connection with SMA bolts in modular steel construction
10.1016/j.tws.2024.112377 · ExternalCitation · doi-reference
Comprehensive experimental study on the corrugated honeycombs with multidirectional load-bearing and energy absorption performance under various loading conditions
10.1016/j.tws.2025.113765 · ExternalCitation · doi-reference
Posttensioned seismic-resistant connections for steel frames
10.1061/(asce)0733-9445(2001)127:2(113) · ExternalCitation · doi-reference
Experimental evaluation of earthquake resistant posttensioned steel connections
10.1061/(asce)0733-9445(2002)128:7(850) · ExternalCitation · doi-reference
Residual drift response of smrfs and brb frames in steel buildings designed according to ASCE 7-05
10.1061/(asce)st.1943-541x.0000296 · ExternalCitation · doi-reference
Seismic Performance of a Large-Scale Steel Self-Centering Moment-Resisting Frame: MCE Hybrid Simulations and Quasi-Static Pushover Tests
10.1061/(asce)st.1943-541x.0000661 · ExternalCitation · doi-reference
Design and Analytical Evaluation of a New Self-Centering Connection with Bolted T-Stub Devices
10.1155/2013/163021 · ExternalCitation · doi-reference
