.. include:: sub.txt ================== Masonry ================== .. function:: uniaxialMaterial('Masonry', matTag, Fm, Ft, Um, Uult, Ucl, Emo, L, a1, a2, D1, D2, Ach, Are, Ba, Bch, Gun, Gplu, Gplr, Exp1, Exp2, IENV) :noindex: This command is used to construct a uniaxialMaterial Masonry (Crisafulli, 1997; Torrisi, 2012), which is a uniaxial hysteretic constitutive model for Masonry developed by Crisafulli (1997) and modified by Torrisi (2012). =================================== =========================================================================== ``matTag`` |int| integer tag identifying material ``Fm`` |float| Compression strength of Masonry (Fm<0) ``Ft`` |float| Tension Strength of Masonry (Ft>0) ``Um`` |float| Strain at maximum Strength (Um<0) ``Uult`` |float| Maximum compression strain (Uult<0) ``Ucl`` |float| Crack Closing strain (Ucl>0) ``Emo`` |float| Initial Elastic Modulus ``L`` |float| Initial Length (just add 1.0) ``a1`` |float| Initial strut area as ratio of initial area (=1) ``a2`` |float| Ratio of residual strut area as inicitial strut area (Final area / Initial Area) ``D1`` |float| Strain where strut degradation starts (D1<0)(For strain>D1 Area/Initial Area=a1) ``D2`` |float| Strain where strut degradation ends (D2<0) (For strain