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            "name": "Universit\u00e0 Iuav di Venezia"
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    "description": "<p>This work is dedicated to the assessment of the nonlinear behaviour of masonry panels with regular texture and subject to in-plane loads, by means of numerical pushover analysis and an analytical homogenized model. Two numerical models are considered<br>\nand adopted for performing a set of numerical tests: a discrete model developed by authors and a discrete/<br>\nfinite element model frequently adopted in rock mechanics field and effectively extended to masonry<br>\nstructures. In both models the hypotheses of rigid blocks and elastic&ndash;plastic joints following a Mohr&ndash;<br>\nCoulomb yield criterion are adopted. The aim of this work is twofold: (1) a comparison and a calibration of<br>\nthe numerical models, evaluating their effectiveness in determining ultimate loads and collapse mechanisms<br>\nof masonry panels, by assuming a nonlinear homogenized model for regular masonry as reference solution;<br>\n(2) the evaluation of sensitivity of masonry behaviour and numerical models to panel dimension<br>\nratio and to varying masonry texture. In a first case study, sliding collapse mechanisms changing to<br>\noverturning collapse mechanisms for increasing panel and block height-to-width ratio are obtained and the<br>\nresults given by the numerical models turn out to be in good agreement. Furthermore, a second case study,<br>\ndedicated to square panels supported at base ends and vertically loaded, shows different &lsquo;arch mechanisms&rsquo;<br>\ndepending on block height-to-width ratio.</p>",
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        "title": {
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      },
      {
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      },
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      },
      {
        "subject": "Nonlinear analysis"
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    "title": "In plane loaded masonry walls: DEM and FEM/DEM models. A critical review",
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