Esempio n. 1
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        internal Wall_Section(string secName, string secMat, double Th, Shell_Stiffness_Modifier sSM, eShellType shellType)

        {
            SecName   = secName;
            SecMat    = secMat;
            H         = Th;
            SSM       = sSM;
            ShellType = shellType;
        }
Esempio n. 2
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        //define a new shell stiffness modifier object
        public static Shell_Stiffness_Modifier DefineShellModifier(double Membrane_f11, double Membrane_f22, double Membrane_f12, double Bending_m11, double Bending_m22, double Bending_m12)
        {
            Shell_Stiffness_Modifier SMod = new Shell_Stiffness_Modifier(Membrane_f11, Membrane_f22, Membrane_f12, Bending_m11, Bending_m22, Bending_m12);

            return(SMod);
        }
Esempio n. 3
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        //Define a new Wall_Section object
        public static Wall_Section DefineWallSection(string SectionName, string MaterialProperty, double Thickness, Shell_Stiffness_Modifier Stiffness_Modifier, eShellType ShellType)
        {
            Wall_Section WallSec = new Wall_Section(SectionName, MaterialProperty, Thickness, Stiffness_Modifier, ShellType);

            return(WallSec);
        }
Esempio n. 4
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        //Define a new Slab_Section object
        public static Slab_Section DefineSlabSection(string SectionName, string MaterialProperty, double Thickness, Shell_Stiffness_Modifier Stiffness_Modifier, eSlabType SlabType, eShellType ShellType)
        {
            Slab_Section SlabSec = new Slab_Section(SectionName, MaterialProperty, Thickness, Stiffness_Modifier, SlabType, ShellType);

            return(SlabSec);
        }