Title: A simplified theoretical model for the evaluation of structural behaviour of masonry spandrels
Authors: Bruno Calderoni, Emilia A. Cordasco, Pietro Lenza, Gaetana Pacella
Addresses: University 'Federico II', Piazzale Tecchio, 80, 80125 Naples, Italy. ' University 'Federico II', Piazzale Tecchio, 80, 80125 Naples, Italy. ' University 'Federico II', Piazzale Tecchio, 80, 80125 Naples, Italy. ' University 'Federico II', Piazzale Tecchio, 80, 80125 Naples, Italy
Abstract: In this paper, a simplified theoretical model (named |the arched strut|), useful for the evaluation of the structural behaviour of masonry spandrels subjected to shear, is proposed. It has been defined on the basis of the results of both numerical and experimental analyses performed on reduced scale specimens. The numerical analysis has been carried out in order to obtain confirmation of the collapse mechanisms observed during the experiments and information which cannot be directly obtained from testing and is difficult to obtain theoretically too, such as the extension of the effective area at the edges of the panel and the value of the horizontal component of the force acting in the strut. By means of the proposed model, theoretical expressions corresponding to the different observed failure mechanisms (toe-crushing and tension cracking) have been formulated. Finally, both experimental and theoretical findings have been compared with the Italian code requirements.
Keywords: masonry spandrels; seismic behaviour; shear strength; historic buildings; structural rehabilitation; structural behaviour; collapse mechanisms; Italy; unreinforced masonry; URM buildings; earthquakes.
DOI: 10.1504/IJMSI.2011.041934
International Journal of Materials and Structural Integrity, 2011 Vol.5 No.2/3, pp.192 - 214
Published online: 27 Nov 2014 *
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