Experimental and numerical investigations on cyclic performance of L-shaped-CFT column frame-buckling restrained and unrestrained steel plate shear walls with partial double-side/four corner connections
Mohammed Amer, Zhihua Chen, Yansheng Du, W.A.H. Mashrah, Wang Zhang
Topics & Concepts
Structural engineeringBucklingShear wallDuctility (Earth science)Materials scienceInfillStiffnessShear (geology)Connection (principal bundle)Finite element methodSteel plate shear wallParametric statisticsComposite materialEngineeringMathematicsCreepStatisticsStructural Load-Bearing AnalysisStructural Behavior of Reinforced ConcreteStructural Engineering and Vibration Analysis