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Buckling mechanism of steel core and global stability design method for fixed-end buckling-restrained braces
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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/eqe.2376openalex-snapshot
Out‐of‐plane stability of buckling‐restrained braces including moment transfer capacity
inferredcites →https://doi.org/10.1002/eqe.2660openalex-snapshot
Seismic design and testing of buckling‐restrained braces with a thin profile
inferredcites →https://doi.org/10.1002/eqe.2853openalex-snapshot
Hybrid experimental performance of a full‐scale two‐story buckling‐restrained braced RC frame
inferredcites →https://doi.org/10.1007/978-3-642-69569-8_2openalex-snapshot
Theory of Elastic Stability
inferredcites →https://doi.org/10.1016/j.engstruct.2008.08.013openalex-snapshot
Seismic behavior of bidirectional-resistant ductile end diaphragms with buckling restrained braces in straight steel bridges
inferredcites →https://doi.org/10.1016/j.engstruct.2008.09.014openalex-snapshot
Component tests of buckling-restrained braces with unconstrained length
inferredcites →https://doi.org/10.1016/j.engstruct.2009.03.015openalex-snapshot
A low-tech dissipative buckling restrained brace. Design, analysis, production and testing
inferredcites →https://doi.org/10.1016/j.engstruct.2010.03.014openalex-snapshot
Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces
inferredcites →https://doi.org/10.1016/j.engstruct.2010.09.020openalex-snapshot
Evaluation of buckling-restrained braced frame seismic performance considering reserve strength
inferredcites →https://doi.org/10.1016/j.engstruct.2012.03.040openalex-snapshot
Evaluating the influence of stoppers on the low-cycle fatigue properties of high-performance buckling-restrained braces
inferredcites →https://doi.org/10.1016/j.engstruct.2012.07.016openalex-snapshot
Low-cycle fatigue testing of extruded aluminium alloy buckling-restrained braces
inferredcites →https://doi.org/10.1016/j.engstruct.2012.12.042openalex-snapshot
Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars
inferredcites →https://doi.org/10.1016/j.jcsr.2013.12.001openalex-snapshot
A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections
inferredcites →https://doi.org/10.1016/j.jcsr.2017.07.023openalex-snapshot
Buckling mechanism and global stability design method of buckling-restrained braces
inferredcites →https://doi.org/10.1016/s0141-0296(02)00175-xopenalex-snapshot
Seismic demands on steel braced frame buildings with buckling-restrained braces
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2007)133:9(1205)openalex-snapshot
Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0000549openalex-snapshot
Flexural Demand on Pin-Connected Buckling-Restrained Braces and Design Recommendations
inferredcites →https://doi.org/10.1080/13632469.2012.703385openalex-snapshot
Improving Low-Cycle Fatigue Performance of High-Performance Buckling-Restrained Braces by Toe-Finished Method
inferredcites →https://doi.org/10.1139/l05-103openalex-snapshot
Seismic testing and performance of buckling-restrained bracing systems
inferredcites →https://doi.org/10.3130/aijs.67.211_1openalex-snapshot
STRENGTH OF H-SHAPED BRACE CONSTRAINED FLEXURAL BUCKLING HAVING UNCONSTRAINED AREA AT BOTH ENDS : Both ends fixed
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.4786822openalex-extracted
Development of Seismic Fragility Curves for Buckling- Restrained Braced Structures Considering Soil-Structure Interaction
inferred← citeshttps://doi.org/10.1007/s11771-021-4668-zopenalex-snapshot
Behavior of double K-BRB braces under lateral loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110171openalex-snapshot
In-situ retrofit strategy for transmission tower structure members using light-weight steel casings
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112991openalex-snapshot
Application of buckling-restrained braces to earthquake-resistant design of buildings: A review
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107349openalex-snapshot
Study on the load capacity of prefabricated buckling-restrained braces with ductile steel castings based on singular function
inferred← citeshttps://doi.org/10.1016/j.jcsr.2019.03.007openalex-snapshot
Carbon steel and stainless steel bolted connections undergoing unloading and re-loading processes
inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107532openalex-snapshot
Experimental investigation of effect of changing gap size in buckling restrained braces
inferred← citeshttps://doi.org/10.1016/j.jcsr.2023.108187openalex-snapshot
Sensitivity and reliability assessment of buckling restrained braces using machine learning assisted-simulation
inferred← citeshttps://doi.org/10.1016/j.jobe.2023.106136openalex-snapshot
Parametric studies and design recommendations for assembled steel rod energy dissipaters
inferred← citeshttps://doi.org/10.1016/j.rineng.2025.104188openalex-snapshot
Development of seismic fragility curves for buckling- restrained braced structures under far-field motions considering soil-structure interaction
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002968openalex-snapshot
Effect of Unloading and Reloading on Bearing Strength of Unconfined Cold-Formed Steel Bolted Connections
inferred← citeshttps://doi.org/10.1080/13287982.2024.2353520openalex-snapshot
Seismic performance of BRBF with SMA core using incremental dynamic analysis
inferred← citeshttps://doi.org/10.1080/13632469.2020.1811805openalex-snapshot
Seismic Soft Soil-Structure Interaction Using RLBRB-Equipped Strut in Deep Excavations
inferred← citeshttps://doi.org/10.1080/13632469.2021.1961934openalex-snapshot
Post-Earthquake Damage Assessment of Buildings: Comprehensive Experimentally-based Maximum Drift Ratio Predictive Model Based on Residual Drift Ratio
inferred← citeshttps://doi.org/10.1155/2019/7601260openalex-snapshot
Buckling Analysis and Stability of Compressed Low‐Carbon Steel Rods in the Elastoplastic Region of Materials
inferred← citeshttps://doi.org/10.1177/1687814020922057openalex-snapshot
Pseudo-static tests and numerical investigations of triple-tube glass fiber–reinforced polymer and steel buckling-restrained braces
inferred← citeshttps://doi.org/10.3390/buildings12020227openalex-snapshot
Local Buckling Development of H-Section Steel Core of Buckling-Restrained Brace
inferred← citeshttps://doi.org/10.3390/cryst11080914openalex-snapshot
Local Buckling Behavior of Buckling-Restrained Braces with Longitudinally Profiled Steel Core
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