Search results for "Moment resisting connections"

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A new design problem in the formulation of a special moment resisting connection device for preventing local buckling

2021

In the present paper an improved formulation devoted to the optimal design problem of a special moment resisting connection device for steel frames is proposed. This innovative device is called a Limited Resistance Plastic Device (LRPD) and it has been recently proposed and patented by some of the authors. It is thought to be preferably located at the extremes of the beam, connecting the beam end cross section with the relevant column. The typical device is a steel element characterized by symmetry with respect to three orthogonal barycentric planes and constituted by a sequence of three portions with abrupt cross section changes. The main novelty of the present proposal is related to the d…

Fluid Flow and Transfer ProcessesTechnologyQH301-705.5Finite element modelsTPhysicsQC1-999Process Chemistry and TechnologyGeneral EngineeringSteel designEngineering (General). Civil engineering (General)Computer Science Applicationsmoment resisting connections; full plastic deformations; minimum volume design; finite element models; steel designChemistryFull plastic deformationsMoment resisting connectionsMinimum volume designGeneral Materials ScienceTA1-2040Biology (General)QD1-999Instrumentation
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On the Limit Behaviour of Moment Resisting Connections Under Uncertainties

2021

Abstract Moment resisting connections are mainly designed to transfer bending moments and shear forces. Generally speaking, the design strength of a moment resisting connection can be classified as full-strength (moment capacity of the connection equal to or greater than that of the connected member) or partial-strength (the moment capacity of the connection less than that of the connected member). Similar remarks can be made regarding the stiffness defining connection rigid or semi-rigid if compared to the stiffness of the connected member. In the past, full-strength connections have been widely adopted especially in moment resisting frames and their structural performance relied on the pr…

Limit behaviour Moment Resisting Connections Uncertainties DogboneSettore ICAR/08 - Scienza Delle Costruzioni
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