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The performed analyses have allowed the evaluation of the stresses redistribution inside the columns after cracking. In order to obtain a reliable evaluation of its structural behavior, two different models have been developed: an analytical model and a solid-brick finite element one. The aim of the present paper is to understand their structural behavior under horizontal actions.Īn overall finite element model of the church has been developed to perform eigenvalue and response spectrum analyses of the Basilica.Īfterwards, a representative nave column has been studied considering both geometrical and mechanical non-linearity.
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Click on 'Menu > Model > Properties > Moment - Curvature.
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#Midas gen moment curvature analysis download#
nonlinear p-y curve generation and rock socket design. How do you perform the 'Moment Curvature Analysis' Answer: A model can be download from here for convenience. Particularly, recent studies have pointed out the historical value of nave columns, which seem to be XIII century authentic elements.ĭespite the magnitude of the last earthquake, the columns have proved limited resistance against seismic loads, resulting in a widespread damage, but without reaching the collapse. The first two are used where there are high moments and/or the piles will protrude out of the. Since 2009, several research groups have focused their attention on the Basilica, both from architectural and structural point of view. The last strong earthquake (April 6th, 2009) caused the collapse of the transept structures and significant damages in the apses area. The church, built in the late XIII century, has experienced many earthquakes during its life, some of which caused damages to the masonry structures, requiring continuous interventions and renovations. The Basilica of Collemaggio in L’Aquila is one of the outstanding architectural heritage in Abruzzo Region. One can define the state of the system at a given moment, and the set of these system states is named phase space (see Table I).