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En este artículo se presenta la comparativa del comportamiento deformacional y piezometría entre el modelado numérico de elemento finito y las mediciones reportadas con la instrumentación, para la estructura denominada APM, que forma parte de la losa de cimentación del edificio terminal para el NAICM. La interpretación de esta información resultó un valor agregado dentro del proyecto, para identificar las soluciones constructivas que permitieron mitigar la ocurrencia de grandes desplazamientos durante la construcción.
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