Foffset is now default to False
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@ -311,7 +311,7 @@ The output =sample_pos= corresponds to the impact point of the X-ray.
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#+begin_src matlab
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arguments
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args.type char {mustBeMember(args.type,{'rigid', 'flexible', 'none', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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args.density (1,1) double {mustBeNumeric, mustBeNonnegative} = 2800 % Density [kg/m3]
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args.x0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the X direction [m]
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args.y0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the Y direction [m]
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@ -443,7 +443,7 @@ The Simscape model of the Translation stage consist of:
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#+begin_src matlab
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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#+end_src
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@ -597,7 +597,7 @@ The Simscape model of the Tilt stage is composed of:
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#+begin_src matlab
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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args.Ry_init (1,1) double {mustBeNumeric} = 0
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end
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#+end_src
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@ -738,7 +738,7 @@ The Simscape model of the Spindle is composed of:
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#+begin_src matlab
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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#+end_src
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@ -891,7 +891,7 @@ The =rz= structure is saved.
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args.AP (3,1) double {mustBeNumeric} = zeros(3,1)
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args.ARB (3,3) double {mustBeNumeric} = eye(3)
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% Force that stiffness of each joint should apply at t=0
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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#+end_src
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@ -1361,7 +1361,7 @@ The Simscape model of the sample environment is composed of:
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args.mass (1,1) double {mustBeNumeric, mustBePositive} = 50 % [kg]
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args.freq (1,1) double {mustBeNumeric, mustBePositive} = 100 % [Hz]
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args.offset (1,1) double {mustBeNumeric} = 0 % [m]
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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#+end_src
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@ -132,4 +132,4 @@ Fty_x = Fty_x - Fty_x(1);
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Fty_z = Fty_z - Fty_z(1);
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Frz_z = Frz_z - Frz_z(1);
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save('mat/nass_disturbances.mat', 'Dwx', 'Dwy', 'Dwz', 'Fty_x', 'Fty_z', 'Frz_z', 'Fd', 'Ts', 't');
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save('./mat/nass_disturbances.mat', 'Dwx', 'Dwy', 'Dwz', 'Fty_x', 'Fty_z', 'Frz_z', 'Fd', 'Ts', 't');
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@ -2,7 +2,7 @@ function [granite] = initializeGranite(args)
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arguments
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args.type char {mustBeMember(args.type,{'rigid', 'flexible', 'none', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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args.density (1,1) double {mustBeNumeric, mustBeNonnegative} = 2800 % Density [kg/m3]
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args.x0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the X direction [m]
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args.y0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the Y direction [m]
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@ -33,7 +33,7 @@ arguments
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args.AP (3,1) double {mustBeNumeric} = zeros(3,1)
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args.ARB (3,3) double {mustBeNumeric} = eye(3)
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% Force that stiffness of each joint should apply at t=0
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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micro_hexapod = initializeFramesPositions('H', args.H, 'MO_B', args.MO_B);
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@ -25,4 +25,4 @@ pos_error.Dy = args.Dy;
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pos_error.Ry = args.Ry;
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pos_error.Rz = args.Rz;
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save('mat/pos_error.mat', 'pos_error');
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save('./mat/pos_error.mat', 'pos_error');
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@ -215,5 +215,5 @@ Dn = struct('time', t, 'signals', struct('values', Dn));
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Dnl = struct('time', t, 'signals', struct('values', Dnl));
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%% Save
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save('mat/nass_references.mat', 'Dy', 'Ry', 'Rz', 'Dh', 'Dhl', 'Rm', 'Dn', 'Dnl', 'Ts');
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save('./mat/nass_references.mat', 'Dy', 'Ry', 'Rz', 'Dh', 'Dhl', 'Rm', 'Dn', 'Dnl', 'Ts');
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end
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@ -2,7 +2,7 @@ function [ry] = initializeRy(args)
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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args.Ry_init (1,1) double {mustBeNumeric} = 0
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end
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@ -2,7 +2,7 @@ function [rz] = initializeRz(args)
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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rz = struct();
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@ -7,7 +7,7 @@ arguments
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args.mass (1,1) double {mustBeNumeric, mustBePositive} = 50 % [kg]
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args.freq (1,1) double {mustBeNumeric, mustBePositive} = 100 % [Hz]
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args.offset (1,1) double {mustBeNumeric} = 0 % [m]
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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sample = struct();
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@ -2,7 +2,7 @@ function [ty] = initializeTy(args)
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arguments
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args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis', 'init'})} = 'flexible'
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args.Foffset logical {mustBeNumericOrLogical} = true
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args.Foffset logical {mustBeNumericOrLogical} = false
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end
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ty = struct();
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