Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/104999
Type: Conference paper
Title: Investigation of equivalent frame modelling for seismic analysis of unreinforced masonry buildings with flexible diaphragms
Author: Nakamura, Y.
Derakhshan, H.
Sheikh, A.
Griffith, M.
Ingham, J.
Citation: Mechanics of Structures and Materials XXIV: Proceedings of the 24th Australian Conference on the Mechanics of Structures and Materials, 2017 / Hao, H., Zhang, C. (ed./s), pp.459-464
Publisher: Taylor & Francis
Issue Date: 2017
ISBN: 9781138029934
Conference Name: 24th Australian Conference on the Mechanics of Structures and Materials (ACMSM24) (06 Dec 2016 - 09 Dec 2016 : Perth, Australia)
Statement of
Responsibility: 
Y. Nakamura, H. Derakhshan, A.H. Sheikh, M.C. Griffith & J. Ingham
Abstract: A case study was conducted to investigate the applicability of 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 dia¬phragms 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 and dia¬phragm 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: © 2017 Taylor & Francis Group, London
RMID: 0030060895
Grant ID: http://purl.org/au-research/grants/arc/DP120100848
Published version: http://www.crcnetbase.com/doi/pdfplus/10.1201/9781315226460-70
Appears in Collections:Civil and Environmental Engineering publications

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