List of Tables
Table 3.2.26 - Normal casting - geometrical analysis at 28 days ............................................. 64 Table 3.2.27 - Results normal casting at 28 days ..................................................................... 64 Table 3.2.28 - Normal casting - geometrical analysis at 50 days ............................................. 65 Table 3.2.29 - Results normal casting at 50 days ..................................................................... 66 Table 3.2.30 - Results comparison. .......................................................................................... 67 Table 3.2.31 - Density comparison at 28 days. ........................................................................ 68 Table 3.2.32 - Density comparison at 50 days. ........................................................................ 69 Table 3.2.33 – Normal vs Vertical casting at 28 days. ............................................................. 69 Table 3.2.34 - Normal vs Vertical casting at 50 days. ............................................................. 70 Table 4.3.1 - Comparison of the peak load data....................................................................... 97 Table 4.3.2 - Displacements at the Peak load. ......................................................................... 97 Table 4.3.3 - Increment of the displacement at the peak load. ................................................. 98 Table 4.3.4 - Displacements variation in the strengthened samples. ....................................... 99 Table 5.3.1 – Schist masonry mechanical properties. 1Luso E. C., (2012). 2Barros R. S., (2013). .................................................................................................................................... 116 Table 5.3.2 – Quadri-linear tensile softening parameters range. ........................................... 117 Table 5.3.3 – Adopted parameters for schist masonry. .......................................................... 120 Table 5.3.4 - Adopted parameters for schist masonry – 2nd analysis. .................................... 120 Table 5.3.5 – Final ranges for schist masonry mechanical properties. .................................. 123 Table 5.4.1 – FRM mechanical properties adopted. .............................................................. 130
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