Abstract

The paper reports the results of a blind benchmark developed as a part of the preliminary activity of the research project RiSEM (Italian acronym for Seismic Risk on Monumental Buildings). The benchmark was aimed at comparing the results obtained with different analytical models and/or numerical analysis techniques (variational approach, finite elements, macroelements, equivalent frame, etc.) for the assessment of the nonlinear structural behavior of two cantilever masonry elements with different slenderness. The analyzed elements were characterized by a deliberately simple geometry, and the comparison between the numerical results had a twofold purpose. On the one hand, it aimed at estimating the effects of the epistemic uncertainties that are related to the different models and numerical techniques. On the other hand, it aimed at reaching a proper evaluation of the influence of parameters describing the postelastic behavior of the structural typology analyzed within the research project (specifically, the masonry towers). Both these objectives were necessary to further proceed with the development of simplified numerical models needed for the subsequent risk analysis. For both slendernesses, the results have highlighted a significant dispersion of both the displacement capacity and postpeak softening branch of the capacity curves. In addition, after some elaborations it has been observed that the dispersion of the results is proportional to both the shear-force and displacement level.

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Acknowledgments

The authors kindly acknowledge the Region of Tuscany that financially supported the research (theme PAR FAS 2007-2013—CIPE n°166/2007—line 1.1.a.3: Science and Technology for the preservation and enhancement of cultural heritage).

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 5October 2017

History

Received: Jul 12, 2016
Accepted: Jan 13, 2017
Published online: May 5, 2017
Published in print: Oct 1, 2017
Discussion open until: Oct 5, 2017

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Gianni Bartoli [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Michele Betti [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy (corresponding author). E-mail: [email protected]
Paolo Biagini [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Andrea Borghini [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Alberto Ciavattone [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Maria Girardi [email protected]
Researcher, Institute of Information Science and Technologies “A. Faedo,” ISTI-CNR, via G. Moruzzi 1, I-56124 Pisa, Italy. E-mail: [email protected]
Giovanni Lancioni [email protected]
Assistant Professor, Dept. of Civil and Building Engineering, and Architecture, Polytechnic Univ. of Marche, via Brecce Bianche 12, I-60131 Ancona, Italy. E-mail: [email protected]
Antonino Maria Marra [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Barbara Ortolani [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Barbara Pintucchi [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]
Luca Salvatori [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Florence, via di S. Marta 3, I-50139 Florence, Italy. E-mail: [email protected]

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