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A nonlinear static analysis of a masonry church by NOSA-ITACA

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The last tutorial (Tutorial4) about a non linear static analysis of a masonry church performed by the NOSA-ITACA code, is now available at http://www.nosaitaca.it/software/. We perform the analysis supposing the structure made of two masonry-like materials with zero tensile strength and bounded compressive strength and a linear elastic material. The videos are also available at: https://youtu.be/GYDg96AGoFc https://youtu.be/yoLjncnyOBU https://youtu.be/NOESfQTh3PQ https://youtu.be/qdvPXTWwvvI Enjoy them !

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