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>Cyclic loading test of steel beam-to-column connections with slabs: Part5 Influence of local buckling on deformation capacity
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Cyclic loading test of steel beam-to-column connections with slabs: Part5 Influence of local buckling on deformation capacity
The effect of local buckling on the deformation capacity ofthe composite beam was evaluated with 3 hinge model.Furthermore, a simple evaluation method of the deformationcapacity of the composite beam determined by the fracture withlocal buckling was proposed by adding Eq.(3) to Eq.(5) asinfluence of local buckling, and the number of fractures of thespecimen with 35R weld access hole was examined.
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