We use cookies to ensure that we give you the best experience on our website. By continuing to browse this repository, you give consent for essential cookies to be used. You can read more about our Privacy and Cookie Policy.

Durham Research Online
You are in:

Improved equivalent frame analysis method for flat plate structures in vicinity of edge columns.

Murray, A. K. and Cleland, D. J. and Gilbert, S. G. and Scott, R. H. (2003) 'Improved equivalent frame analysis method for flat plate structures in vicinity of edge columns.', ACI structural journal., 100 (4). pp. 454-464.


This paper proposes a modification to the ACI 318-02 equivalent frame method of analysis of reinforced concrete flat plate exterior panels. Two existing code methods were examined: ACI 318 and BS 8110. The derivation of the torsional stiffness of the edge strip as proposed by ACI 318 is examined and a more accurate estimate of this value is proposed, based on both theoretical analysis and experimental results. A series of 1/3-scale models of flat plate exterior panels have been tested. Unique experimental results were obtained by measuring strains in reinforcing bars at approximately 200 selected locations in the plate panel throughout the entire loading history. The measured strains were used to calculate curvature and, hence, bending moments; these were used along with moments in the columns to assess the accuracy of the equivalent frame methods. The proposed method leads to a more accurate prediction of the moments in the plate at the column front face, at the panel midspan, and in the edge column.

Item Type:Article
Keywords:Moment, Reinforced concrete, Reinforcement.
Full text:Full text not available from this repository.
Publisher Web site:UNSPECIFIED
Record Created:02 Jun 2006
Last Modified:27 Aug 2009 09:35

Social bookmarking: del.icio.usConnoteaBibSonomyCiteULikeFacebookTwitterExport: EndNote, Zotero | BibTex
Look up in GoogleScholar | Find in a UK Library