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Structural optimization of a composite steel and concrete connection through FE analysis and testing

Structural optimization of a composite steel and concrete connection through FE analysis and testing
Auteur(s): , ORCID, , ,
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Présenté pendant 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, publié dans , pp. 218-219
DOI: 10.2749/222137908796292335
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The increasing ratio between labour cost and the cost of construction materials is urging for the development of construction techniques requiring the smallest number of skilled workers and the opt...
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Détails bibliographiques

Auteur(s):
ORCID



Médium: papier de conférence
Langue(s): anglais
Conférence: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Publié dans:
Page(s): 218-219 Nombre total de pages (du PDF): 8
Page(s): 218-219
Nombre total de pages (du PDF): 8
Année: 2008
DOI: 10.2749/222137908796292335
Abstrait:

The increasing ratio between labour cost and the cost of construction materials is urging for the development of construction techniques requiring the smallest number of skilled workers and the optimization of building schedule in order to minimize the overall building time. Composite decks and floors are becoming increasingly widespread due to their structural effectiveness that allows for the optimization of the mechanical properties of the coupled materials and for the possibility of achieving a simplified detailing with a limited number of structural elements involved in the structural response.

In the paper, a newly developed moment resisting connection between a centrifuged high strength concrete pre-fabricated column and a composite steel and concrete beam will be presented. The connection proposed allows for a sustainable construction process based on modern construction technoligies which are suitable for creating improved structures for buildings in urban areas.