!*************************************************************************************!
! TITLE: CFVR4702 - CALTRANS: Seismic Analysis Y-axis
! SUBTITLE: Seismic Analysis on a 1 DOF beam according to CALTRANS. (soil profile type C)
!
! DESCRIPTION: This example compares spectrum accelerations given by CivilFEM to accelerations
! DESCRIPTION: obtained when solving on a 1 DOF beam and to the correct CALTRANS spectum accelerations.
! DESCRIPTION:
! DESCRIPTION: The model is 1 element beam with only 1 DOF, which direction the CivilFEM spectrum
! DESCRIPTION: is set (the rest of the DOF are constrained). A different mass is applied at the
! DESCRIPTION: free end of the beam for the beam period to be equal to the 20 CivilFEM spectrum points.
! DESCRIPTION: After solving, the mass acceleration is obtained and compared to the CivilFEM spectrum
! DESCRIPTION: acceleration and to the correct value. Therefore, this example checks the following results:
! DESCRIPTION:
! DESCRIPTION: - CivilFEM spectrum is defined correctly by comparing to the correct value
! DESCRIPTION:
! DESCRIPTION: - CivilFEM spectrum is applied correctly and response acceleration is equal to spectrum acceleration
!
! ELEMENT TYPE: BEAM4, MASS21
! MODULES:
! UNITS: User
! KEYWORD1: Seismic
! KEYWORD2: CALTRANS
!
!*************************************************************************************!

   FINISH
  ~CFCLEAR,,1
  NomFile='CFVR4702'
  /TITLE, %NomFile%, CALTRANS: Seismic Analysis Y-axis

! ----------------------------------------------------------------------
! Model definition
! ----------------------------------------------------------------------
! CivilFEM Setup: Code & Units
~UNITS,,LENG,CM
~UNITS,,TIME,S
~UNITS,,FORC,KP
~CODESEL,,,,,CALTRANS
/PREP7
! Preprocessor
! ----------------------------------------------------------------------
! Materials: A-42
 ~CFMP,1,LIB,STEEL,EA,A42
! Modify density (Rho = 0)
 ~CFMP,1,USER
 ~CFMP,1,DatGen,RHO,,0
! Element Types
  ET,1,BEAM4   ! Type 1: 3D Beam
  ET,2,MASS21  ! Type 2: Mass
! Sections
 ~SSECLIB,1,1,1,1   !IPE 80
 ~BMSHPRO,1,BEAM,1,1,,,4,,0,,

! Nodes
  L = 10			 ! L    : Bar length
  N, 1
  N,10,L

! Elements
  TYPE,1
  MAT ,1
  REAL,1
  EN,1,1,10
  EPLOT
! Parameters
  *GET,AR20,EX,1         		          ! Ex   : Elastic Modulus
  ~CFGET,AR22,SECTION,1,MECHPROP,A,,2     ! Area : Bar area
  ~CFGET,AR23,SECTION,1,MECHPROP,IZZ,,2   ! Izz  : Moment of inertia
  ~CFGET,AR24,SECTION,1,MECHPROP,IYY,,2   ! Iyy  : Moment of inertia

! Seismic Spectrum
  ~DEFSPEC,ALL,0.4,C2,0,5,1

  pi = 3.141592654

! ----------------------------------------------------------------------
! DATA CHECK
! ----------------------------------------------------------------------
! Data comparision number
  NComp = 40
  NComp_ch = 0

! Marix dim.
  *DIM,LABEL,CHAR,Ncomp,1
  *DIM,LABEL_CH,CHAR,Ncomp_ch,1
  *DIM,VALUE,,Ncomp,3
  *DIM,VALUE_CH,CHAR,Ncomp_ch,3
  *DIM,TOLER,,Ncomp,2

*DO,ARG1,1,20
   /PREP7
   ~CFGET,AR26,SEISM,,SPEC,TH,,ARG1,1       ! Period
  ! Labels
   LABEL(ARG1,1) = 'Sa(%ARG1%)y'
   LABEL(20+ARG1,1) = 'Sa(%ARG1%)y'

   AR25=12*AR20*AR23/L**3       ! Bending rigidity around Z axis
   AR27=AR25*(AR26/(2*pi))**2   ! Mass applied at end
   R,2,0,AR27
   TYPE,2
   MAT, 1
   REAL,2
   EN,2,10
   FINISH
   /SOLU

 ! Solution
 ! ---------------------------------------------------------------------
 ! Displacements
   D,1,,,,,,ALL
   D,10,,,,,UX, ,UZ,ROTX,ROTY,ROTZ
   ~MODLSOL,1
   ~CMBMOD,NONE,HORIZONT,NONE,0,0.0001
 ! Query results
   *GET,ARG5,NODE,10,U,Y
 ! Correct values
   VALUE(20-ARG1+1,1)=ARG5*AR25/AR27 ! Acceleration
 ! Obtained values
   ~CFGET,VALUE(20-ARG1+1,2),SEISM,,SPEC,SDH,,ARG1,1	 ! Y components of linear spectrum
   ~CFGET,VALUE(40-ARG1+1,2),SEISM,,SPEC,SDH,,ARG1,1	 ! Y components of linear spectrum
   ! CivilFEM gives the spectrum Normalized by gravity.
   ! To compare it must be changed to acceleration user units.
   VALUE(20-ARG1+1,2) = VALUE(20-ARG1+1,2)*981
   VALUE(40-ARG1+1,2) = VALUE(40-ARG1+1,2)*981
   /PREP7
   EDELE,2
*ENDDO

! Correct values
! ----------------------------------------------------------------------
   VALUE(40,1) =   72.2997
   VALUE(39,1) =  117.391148
   VALUE(38,1) =  224.932138
   VALUE(37,1) =  340.8957208
   VALUE(36,1) =  579.7626109
   VALUE(35,1) =  731.358104
   VALUE(34,1) =  913.8442046
   VALUE(33,1) =  974.8560214
   VALUE(32,1) = 1013.420957
   VALUE(31,1) = 1011.491627
   VALUE(30,1) =  990.7245267
   VALUE(29,1) =  955.8950007
   VALUE(28,1) =  897.1263346
   VALUE(27,1) =  753.1427176
   VALUE(26,1) =  666.5882813
   VALUE(25,1) =  539.4402497
   VALUE(24,1) =  392.5962
   VALUE(23,1) =  392.5962
   VALUE(22,1) =  392.5962
   VALUE(21,1) =  392.5962

! Warning and error tolerances
! ----------------------------------------------------------------------
   *DO,II,1,NComp
     TOLER(II, 1)= 0.1 $ TOLER(II, 2)= 0.1
   *ENDDO

! ----------------------------------------------------------------------
! Results Comparison
! ----------------------------------------------------------------------
  COMPARA.MAC