Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/109575
Type: Journal article
Title: Equivalent frame modelling of an unreinforced masonry building with flexible diaphragms - a case study
Author: Nakamura, Y.
Derakhshan, H.
Sheikh, A.
Ingham, J.
Griffith, M.
Citation: Bulletin of the New Zealand Society for Earthquake Engineering, 2016; 49(3):234-244
Publisher: New Zealand National Society for Earthquake Engineering
Issue Date: 2016
ISSN: 1174-9857
Statement of
Responsibility: 
Yasuto Nakamura, Hossein Derakhshan, Abdul H. Sheikh, Jason M. Ingham, and Michael C. Griffith
Abstract: A case study was conducted to investigate the applicability of the equivalent frame modelling for the nonlinear time-history analysis of unreinforced masonry buildings with flexible diaphragms. The dynamic responses calculated from the equivalent frame models were compared against shake table test results of a full-scale two-storey stone masonry building. The investigated modelling approach reflected the simplifications commonly assumed for the global analysis of buildings; namely, considering the diaphragms to behave elastically and neglecting the stiffness and strength contributions of the out-of-plane responding walls. The sensitivity of the analysis to different idealisations of the equivalent frame, as well as to the diaphragm stiffness values, were also investigated. Discussions are provided on the accuracies and limitations of the investigated modelling approach, which may serve as a useful guidance for practical application.
Rights: Copyright status unknown
RMID: 0030068007
Grant ID: http://purl.org/au-research/grants/arc/DP120100848
Published version: http://www.nzsee.org.nz/publications/nzsee-quarterly-bulletin/vol-41-50/
Appears in Collections:Civil and Environmental Engineering publications

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