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Development of Design Procedures for Timber Concrete Composite Floors in Australia and New Zealand - Part 2: Connection Characterisation
Conference paper   Peer reviewed

Development of Design Procedures for Timber Concrete Composite Floors in Australia and New Zealand - Part 2: Connection Characterisation

K Crews and Christophe Gerber
Proceedings of the 43rd International Council for Research and Innovation in Building and Construction (CIB) Working Commission W18 - Timber Structures
International Council for Research and Innovation in Building and Construction (CIB) Working Commission W18 - Timber Structures, 43rd (Nelson, New Zealand, 22-Aug-2010–26-Aug-2010)
Karlsruhe Institute of Technology
2010
url
http://cib-w18.com/sites/default/files/proceedings/No.%2043%2C%20Nelson%2C%20New%20Zealand.%20August%202010.pdfView
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Abstract

Civil Engineering
The approach adopted for design of timber concrete composite (TCC) floor systems in Australia and New Zealand is based upon extensive testing of the permitted connection types that are specified in the design procedures, identifying strength, serviceability stiffness and so called ultimate stiffness characteristic properties that are required for utilisation of the "Gamma coefficients" method, which manipulates properties of the concrete member in order to predict the cross-section characteristics of the structure. This paper presents an overview of testing undertaken to date and the derivation of characteristic properties (5'h percentile for strength and 50'h percentile or average for stiffness).

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