Behaviour of a semi-continuous beam-column connection for composite slim floors

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dc.contributor Aalto-yliopisto fi
dc.contributor Aalto University en
dc.contributor.author Malaska, Mikko
dc.date.accessioned 2012-02-13T12:13:57Z
dc.date.available 2012-02-13T12:13:57Z
dc.date.issued 2000-12-11
dc.identifier.isbn 951-22-5255-4
dc.identifier.issn 1456-4327
dc.identifier.uri https://aaltodoc.aalto.fi/handle/123456789/2310
dc.description.abstract The flooring system with its connections to the supporting column significantly influences the technical quality and performance of the steel-concrete composite design and the overall economic viability of the construction. Expectations of technical and economic flexibility and cost-effectiveness that alternative feasible solutions may offer motivate research and development in this field. This study focuses on the behaviour of beam-column connections in a building frame consisting of slim floor beams. The principal purpose was to gain a better understanding of the engineering features of semi-continuous composite joints and to apply this knowledge in the design of structures frequently used in Finland. A new advanced structural design connecting a slim floor beam to a tubular steel column section filled with concrete was designed using an application of the semi-continuous concept. The design was implemented and the construction tested in a thorough empirical study. Experimental work included two tests on bare steel connections and four tests on composite connections with full-scale specimens. The two tests on the bare steel connections demonstrated the joint behaviour during the erection and concreting work of the floor. Four specimens of composite connections were then tested in order to learn the influence of the slab characteristics on the connection behaviour in terms of the amount of reinforcement used in the slab, the shear-to-moment ratio, and the concrete strength. A mathematical model for predicting the moment-rotation characteristics of the joint response was formulated based on the geometrical and mechanical joint properties and findings from the empirical study. In the model formulation the basic mechanism of force transfer within the components of a composite connection was applied. Derived from the model and validated by the experimental results simple and robust methods that can be used by the designers are proposed. en
dc.format.extent 105, [35]
dc.format.mimetype application/pdf
dc.language.iso en en
dc.publisher Helsinki University of Technology en
dc.publisher Teknillinen korkeakoulu fi
dc.relation.ispartofseries Helsinki University of Technology Laboratory of Steel Structures publications en
dc.relation.ispartofseries 20 en
dc.relation.haspart Additional errata file available. en
dc.subject.other Civil engineering en
dc.title Behaviour of a semi-continuous beam-column connection for composite slim floors en
dc.type G4 Monografiaväitöskirja fi
dc.description.version reviewed en
dc.contributor.department Department of Civil and Environmental Engineering en
dc.contributor.department Rakennus- ja ympäristötekniikan osasto fi
dc.subject.keyword composite en
dc.subject.keyword slim floor en
dc.subject.keyword structural joints en
dc.subject.keyword characterisation en
dc.subject.keyword modelling en
dc.subject.keyword classification en
dc.subject.keyword continuous en
dc.subject.keyword semi-rigid en
dc.subject.keyword experimentation en
dc.subject.keyword idealisation en
dc.subject.keyword mechanical model en
dc.subject.keyword analytical model en
dc.identifier.urn urn:nbn:fi:tkk-002552
dc.type.dcmitype text en
dc.type.ontasot Väitöskirja (monografia) fi
dc.type.ontasot Doctoral dissertation (monograph) en
dc.contributor.lab Laboratory of Steel Structures en
dc.contributor.lab Teräsrakennetekniikan laboratorio fi


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