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Correcting author attributions
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@mhscott
mhscott committed Jul 25, 2021
1 parent 36026b0 commit 0a24f0e
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Showing 16 changed files with 6 additions and 126 deletions.
8 changes: 1 addition & 7 deletions SRC/element/masonry/BeamGT.cpp
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** **
** ****************************************************************** */

// Written: fmk
//
// What: "@(#) Truss2D.C, revA"

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

// we specify what header files we need
#include "BeamGT.h"
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14 changes: 1 addition & 13 deletions SRC/element/masonry/BeamGT.h
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// $Date: 2008/12/10 00:05:21 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewElement/cpp/Truss2D.h,v $

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

#ifndef BeamGT_h
#define BeamGT_h

// Written: fmk
//
// Description: This file contains the interface for the Truss2D class.
// It defines the class interface and the class attributes. Truss2D
// provides the abstraction of a simple truss element for 2-d problems.
// The stress-strain relationship for the truss being performed in the
// associated UniaxialMaterial object.
//
// What: "@(#) Truss2D.h, revA"

#include <Element.h>
#include <Matrix.h>
#include <Vector.h>
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8 changes: 1 addition & 7 deletions SRC/element/masonry/MasonPan12.cpp
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** **
** ****************************************************************** */

// Written: fmk
//
// What: "@(#) Truss2D.C, revA"

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

// we specify what header files we need
#include "MasonPan12.h"
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14 changes: 1 addition & 13 deletions SRC/element/masonry/MasonPan12.h
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// $Date: 2008/12/10 00:05:21 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewElement/cpp/Truss2D.h,v $

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

#ifndef MasonPan12_h
#define MasonPan12_h

// Written: fmk
//
// Description: This file contains the interface for the Truss2D class.
// It defines the class interface and the class attributes. Truss2D
// provides the abstraction of a simple truss element for 2-d problems.
// The stress-strain relationship for the truss being performed in the
// associated UniaxialMaterial object.
//
// What: "@(#) Truss2D.h, revA"

#include <Element.h>
#include <Matrix.h>
#include <Vector.h>
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8 changes: 1 addition & 7 deletions SRC/element/masonry/MasonPan3D.cpp
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** **
** ****************************************************************** */

// Written: fmk
//
// What: "@(#) Truss2D.C, revA"

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

// we specify what header files we need
#include "MasonPan3D.h"
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14 changes: 1 addition & 13 deletions SRC/element/masonry/MasonPan3D.h
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// $Date: 2008/12/10 00:05:21 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewElement/cpp/Truss2D.h,v $

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014
// Written by: Gonzalo Torrisi, Universidad Nacional de Cuyo

#ifndef MasonPan3D_h
#define MasonPan3D_h

// Written: fmk
//
// Description: This file contains the interface for the Truss2D class.
// It defines the class interface and the class attributes. Truss2D
// provides the abstraction of a simple truss element for 2-d problems.
// The stress-strain relationship for the truss being performed in the
// associated UniaxialMaterial object.
//
// What: "@(#) Truss2D.h, revA"

#include <Element.h>
#include <Matrix.h>
#include <Vector.h>
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4 changes: 0 additions & 4 deletions SRC/material/uniaxial/Masonry2.cpp
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// constitutive law is defined in terms of Axial Force - Axial Displacement, considering varying Area for the
// diagonal strut according to the rate of the Axial deformation. It is thus suitable for elements where Force-
// Deformation relation is considered (e.g. zerolength element)
//
// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014

#include <stdlib.h>
#include "Masonry.h"
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4 changes: 0 additions & 4 deletions SRC/material/uniaxial/Masonry2.h
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// $Date: 2007-06-28 21:46:43 $
// $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/Masonry.h,v $

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014

// Written: Gonzalo Torrisi, UNCuyo
// Created: 10/2014
//
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4 changes: 0 additions & 4 deletions SRC/material/uniaxial/Masonryt.cpp
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// constitutive law is defined in terms of Axial Force - Axial Displacement, considering varying Area for the
// diagonal strut according to the rate of the Axial deformation. It is thus suitable for elements where Force-
// Deformation relation is considered (e.g. zerolength element)
//
// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014

#include <stdlib.h>
#include "Masonryt.h"
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4 changes: 0 additions & 4 deletions SRC/material/uniaxial/Masonryt.h
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// $Date: 2007-06-28 21:46:43 $
// $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/Masonryt.h,v $

// Developed by: Francisco Crisafulli (1997)
// Written in C++ by: Stavroula Skafida (2013)
// Modified by : Gonzalo Torrisi, Universidad Nacional de Cuyo, 2014

// Written: Gonzalo Torrisi, UNCuyo
// Created: 10/2014
//
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7 changes: 0 additions & 7 deletions SRC/material/uniaxial/Trilinwp.cpp
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// $Date: 2009/03/23 23:17:04 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewMaterial/cpp/Trilinwp.cpp,v $

// Written: fmk
//
// Description: This file contains the class implementation for
// ElasticMaterial.
//
// What: "@(#) Trilinwp.C, revA"

#include <elementAPI.h>
#include <Trilinwp.h>

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10 changes: 0 additions & 10 deletions SRC/material/uniaxial/Trilinwp.h
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// $Date: 2008-12-18 23:40:51 $
// $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/Trilinwp.h,v $

// Written: MHS
// Created: July 2000
//
// Description: This file contains the class definition for
// Trilinwp. Trilinwp provides the implementation
// of a one-dimensional hysteretic model with pinching of both
// force and deformation, damage due to deformation and energy, and
// degraded unloading stiffness based on maximum ductility. This
// is a modified implementation of Hyster2.f90 by Filippou.

#ifndef Trilinwp_h
#define Trilinwp_h

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7 changes: 0 additions & 7 deletions SRC/material/uniaxial/Trilinwp2.cpp
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// $Date: 2009/03/23 23:17:04 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewMaterial/cpp/Trilinwp.cpp,v $

// Written: fmk
//
// Description: This file contains the class implementation for
// ElasticMaterial.
//
// What: "@(#) Trilinwp.C, revA"

#include <elementAPI.h>
#include <Trilinwp2.h>

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10 changes: 0 additions & 10 deletions SRC/material/uniaxial/Trilinwp2.h
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// $Date: 2008-12-18 23:40:51 $
// $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/Trilinwp.h,v $

// Written: MHS
// Created: July 2000
//
// Description: This file contains the class definition for
// Trilinwp. Trilinwp provides the implementation
// of a one-dimensional hysteretic model with pinching of both
// force and deformation, damage due to deformation and energy, and
// degraded unloading stiffness based on maximum ductility. This
// is a modified implementation of Hyster2.f90 by Filippou.

#ifndef Trilinwp2_h
#define Trilinwp2_h

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6 changes: 0 additions & 6 deletions SRC/material/uniaxial/Trilinwpd.cpp
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// $Date: 2009/03/23 23:17:04 $
// $Source: /usr/local/cvs/OpenSees/PACKAGES/NewMaterial/cpp/trilinwpd.cpp,v $

// Written: fmk
//
// Description: This file contains the class implementation for
// ElasticMaterial.
//
// What: "@(#) trilinwpd.C, revA"
#include <elementAPI.h>
#include <Trilinwpd.h>

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10 changes: 0 additions & 10 deletions SRC/material/uniaxial/Trilinwpd.h
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// $Date: 2008-12-18 23:40:51 $
// $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/trilinwpd.h,v $

// Written: MHS
// Created: July 2000
//
// Description: This file contains the class definition for
// trilinwpd. trilinwpd provides the implementation
// of a one-dimensional hysteretic model with pinching of both
// force and deformation, damage due to deformation and energy, and
// degraded unloading stiffness based on maximum ductility. This
// is a modified implementation of Hyster2.f90 by Filippou.

#ifndef trilinwpd_h
#define trilinwpd_h

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