Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling
Lulu Zhang, Ou Zhao
Topics & Concepts
Flexural strengthStructural engineeringBucklingParametric statisticsSection (typography)Channel (broadcasting)Finite element methodConsistency (knowledge bases)Computer scienceEngineeringMathematicsTelecommunicationsStatisticsOperating systemArtificial intelligenceStructural Load-Bearing AnalysisStructural Behavior of Reinforced ConcreteStructural Engineering and Vibration Analysis