IfcAngularDimension IfcAnnotation IfcAnnotationCurveOccurrence IfcAnnotationFillArea IfcAnnotationFillAreaOccurrence IfcAnnotationOccurrence IfcAnnotationSurface IfcAnnotationSurfaceOccurrence IfcAnnotationSymbolOccurrence IfcAnnotationTextOccurrence IfcApplication IfcAppliedValue IfcAppliedValueRelationship IfcApproval IfcApproval...
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The application of the Theory of Plastic Mechanism Control (TPMC) is characterized by the satisfaction of the condition expressed in Eq.(18) by defining the geometric dimension of the non-dissipative members, i.e., the column sections. Originally, this solution was performed by means of an ite...
IfcAngularDimension IfcAnnotation IfcAnnotationCurveOccurrence IfcAnnotationFillArea IfcAnnotationFillAreaOccurrence IfcAnnotationOccurrence IfcAnnotationSurface IfcAnnotationSurfaceOccurrence IfcAnnotationSymbolOccurrence IfcAnnotationTextOccurrence IfcApplication IfcAppliedValue IfcAppliedValueRelationship IfcApproval IfcApproval...
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(a) Schematic diagram of test-frame size; (b) Glulam timber-beam size; (c) Glulam timber-column size; (d) Middle column joint; (e) Side column joint; (f) Detailed dimension of joints. Table 1. Compression modulus table of Douglas fir at different temperatures. Components of the ...
[1] proposed a simplified framework for progressive collapse assessment of multi-storey buildings in the scenario of sudden column loss. Yu et al. [2] experimentally investigated the progressive collapse resistance of RC beam-column sub-assemblages under a middle column removal scenario, Appl. Sci....