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

Crews, KI; Gerber, C; Shrestha, R

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

Crews, KI

Gerber, C Shrestha, R

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Publisher:: Karlsruhe Institute of Technology
Publication Type:: Conference Proceeding
Citation:: CIB - W18 - Working Commission W18 - Timber Structures, 2010, pp. 1 - 8
Issue Date:: 2010-01

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Field	Value	Language
dc.contributor.author	Crews, KI https://orcid.org/0000-0003-1450-1423	en_US
dc.contributor.author	Gerber, C	en_US
dc.contributor.author	Shrestha, R https://orcid.org/0000-0001-6756-6525	en_US
dc.contributor.editor	Technical Committee	en_US
dc.date	2010-08-22	en_US
dc.date.issued	2010-01	en_US
dc.identifier.citation	CIB - W18 - Working Commission W18 - Timber Structures, 2010, pp. 1 - 8	en_US
dc.identifier.issn	1864-1784	en_US
dc.identifier.uri	http://hdl.handle.net/10453/16422
dc.description.abstract	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).	en_US
dc.publisher	Karlsruhe Institute of Technology	en_US
dc.relation.ispartof	CIB - W18 - Working Commission W18 - Timber Structures	en_US
dc.relation.ispartof	International Council for Research and Innovation in Building and Construction (CIB) Meetings, Workshops, Symposia, Conferences	en_US
dc.title	Development of Design Procedures for Timber Concrete Composite Floors in Australia and New Zealand - Part 2: Connection Characterisation	en_US
dc.type	Conference Proceeding
utslib.location	Germany	en_US
utslib.location.activity	Nelson, New Zealands	en_US
utslib.for	090701 Environmental Engineering Design	en_US
dc.location.activity	Nelson, New Zealands	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	open_access
pubs.consider-herdc	true	en_US
pubs.place-of-publication	Germany	en_US
pubs.start-date	2010-08-22	en_US

Abstract:

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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http://hdl.handle.net/10453/16422