CMMAi · Alejandro-AlfaroT · Apr 23, 2025 · Jun 9, 2025 · Jun 13, 2025 · Jun 26, 2025
diff --git a/.gitignore b/.gitignore
@@ -0,0 +1,17 @@
+
+# Ignore compiled files
+__pycache__/
+*.pyc
+
+# Ignore models and output
+MP_TESTING/predicted_output.pt
+#ignore the predicted node output
+MP_TESTING/predicted_node_outputs.csv
+
+# Ignore installers
+Miniconda3-*.sh
+
+# Ignore all 3DFrame.* files in MP_TESTING
+MP_TESTING/3DFrame.*
+
+
diff --git a/.idea/.gitignore b/.idea/.gitignore
diff --git a/.idea/StructGNN.iml b/.idea/StructGNN.iml
diff --git a/.idea/inspectionProfiles/profiles_settings.xml b/.idea/inspectionProfiles/profiles_settings.xml
diff --git a/.idea/misc.xml b/.idea/misc.xml
diff --git a/.idea/modules.xml b/.idea/modules.xml
diff --git a/.idea/vcs.xml b/.idea/vcs.xml
diff --git a/3DFrame.$2k b/3DFrame.$2k
diff --git a/3DFrame.K_0 b/3DFrame.K_0
diff --git a/3DFrame.K_I b/3DFrame.K_I
diff --git a/3DFrame.K_J b/3DFrame.K_J
diff --git a/3DFrame.K_M b/3DFrame.K_M
diff --git a/3DFrame.LOG b/3DFrame.LOG
@@ -0,0 +1,112 @@
+
+
+ SAP2000 v26.3.0 Ultimate 64-bit (Analysis Build 9993/64)
+ File: C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\3DFrame.LOG
+
+
+
+
+ B E G I N   A N A L Y S I S                                2025/11/25  04:41:47
+
+
+ RUNNING ANALYSIS WITHIN THE GUI PROCESS
+ USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)
+
+ NUMBER OF JOINTS                          =         294
+    WITH RESTRAINTS                        =          42
+ NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         678
+ NUMBER OF LOAD PATTERNS                   =           2
+ NUMBER OF ACCELERATION LOADS              =          12
+ NUMBER OF LOAD CASES                      =           3
+ NUMBER OF MASS SOURCES                    =           1
+
+ UNITS (FORCE, LENGTH, TEMPERATURE, TIME)  = kip, ft, �F, sec
+ GRAVITATIONAL ACCELERATION                =   32.174049
+
+ ADDRESSABLE PHYSICAL MEMORY (RAM)         =      31.906 GB
+
+ PARALLELIZATION OF ANALYSIS OPERATIONS:
+  (Env. variable SAPFIRE_NUM_THREADS not set)
+ NUMBER OF THREADS: STATE (AUTOMATIC)      =           8
+ NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           8
+ NUMBER OF THREADS: EVENT (AUTOMATIC)      =           8
+ NUMBER OF THREADS: MOVE (AUTOMATIC)       =           8
+ NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           8
+ NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           8
+ NUMBER OF THREADS: FORM (AUTOMATIC)       =           8
+
+
+ E L E M E N T   F O R M A T I O N                                      04:41:47
+
+
+
+ L I N E A R   E Q U A T I O N   S O L U T I O N                        04:41:47
+
+ FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1638
+ NUMBER OF NON-ZERO STIFFNESS TERMS        =       29196
+
+ ---------------------------------
+ BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
+    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
+    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
+     SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
+
+    NUMBER OF NEGATIVE EIGENVALUES         =           0,  OK.
+ ---------------------------------
+
+
+ L I N E A R   S T A T I C   C A S E S                                  04:41:47
+
+ USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ TOTAL NUMBER OF CASES TO SOLVE            =           2
+ NUMBER OF CASES TO SOLVE PER BLOCK        =           2
+
+ LINEAR STATIC CASES TO BE SOLVED:
+
+ CASE: DEAD
+ CASE: TOP_LOAD
+
+
+ E I G E N   M O D A L   A N A L Y S I S                                04:41:47
+
+ CASE: MODAL
+
+ USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ NUMBER OF STIFFNESS DEGREES OF FREEDOM    =        1638
+ NUMBER OF MASS DEGREES OF FREEDOM         =         756
+ MAXIMUM NUMBER OF EIGEN MODES SOUGHT      =          12
+ MINIMUM NUMBER OF EIGEN MODES SOUGHT      =           1
+ NUMBER OF RESIDUAL-MASS MODES SOUGHT      =           0
+ NUMBER OF SUBSPACE VECTORS USED           =          24
+ RELATIVE CONVERGENCE TOLERANCE            =    1.00E-09
+
+ FREQUENCY SHIFT  (CENTER) (CYC/TIME)      =     .000000
+ FREQUENCY CUTOFF (RADIUS) (CYC/TIME)      =  -INFINITY-
+ ALLOW AUTOMATIC FREQUENCY SHIFTING        =         YES
+
+
+ Original stiffness at shift : EV= 0.0000000E+00, f=     .000000, T=  -INFINITY-
+ Number of eigenvalues below shift =      0
+ Found mode      1 of     12:  EV= 2.4217167E+00, f=    0.247675, T=    4.037553
+ Found mode      2 of     12:  EV= 4.0903625E+00, f=    0.321885, T=    3.106698
+ Found mode      3 of     12:  EV= 9.3404911E+00, f=    0.486413, T=    2.055867
+ Found mode      4 of     12:  EV= 1.8659977E+01, f=    0.687505, T=    1.454535
+ Found mode      5 of     12:  EV= 2.1042077E+01, f=    0.730070, T=    1.369732
+ Found mode      6 of     12:  EV= 2.2896834E+01, f=    0.761567, T=    1.313083
+ Found mode      7 of     12:  EV= 2.5896785E+01, f=    0.809922, T=    1.234687
+ Found mode      8 of     12:  EV= 2.7361201E+01, f=    0.832507, T=    1.201192
+ Found mode      9 of     12:  EV= 2.9996028E+01, f=    0.871670, T=    1.147223
+ Found mode     10 of     12:  EV= 3.0775880E+01, f=    0.882928, T=    1.132595
+ Found mode     11 of     12:  EV= 3.2697257E+01, f=    0.910072, T=    1.098814
+ Found mode     12 of     12:  EV= 3.4173076E+01, f=    0.930384, T=    1.074825
+
+ NUMBER OF EIGEN MODES FOUND               =          12
+ NUMBER OF ITERATIONS PERFORMED            =           9
+ NUMBER OF STIFFNESS SHIFTS                =           0
+
+
+ A N A L Y S I S   C O M P L E T E                          2025/11/25  04:41:47
diff --git a/3DFrame.OUT b/3DFrame.OUT
@@ -0,0 +1,100 @@
+
+
+ SAP2000 v26.3.0 Ultimate 64-bit (Analysis Build 9993/64)                       
+ File: C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\3DFrame.OUT           
+
+
+
+ D I S P L A C E M E N T   D E G R E E S   O F   F R E E D O M
+
+         (A) = Active DOF, equilibrium equation
+         (-) = Restrained DOF, reaction computed
+         (+) = Constrained DOF
+         (>) = External substructure DOF
+         ( ) = Null DOF
+
+  JOINTS              UX  UY  UZ  RX  RY  RZ
+       1               -   -   -   A   A   A
+       2 TO       7    A   A   A   A   A   A
+       8               -   -   -   A   A   A
+       9 TO      14    A   A   A   A   A   A
+      15               -   -   -   A   A   A
+      16 TO      21    A   A   A   A   A   A
+      22               -   -   -   A   A   A
+      23 TO      28    A   A   A   A   A   A
+      29               -   -   -   A   A   A
+      30 TO      35    A   A   A   A   A   A
+      36               -   -   -   A   A   A
+      37 TO      42    A   A   A   A   A   A
+      43               -   -   -   A   A   A
+      44 TO      49    A   A   A   A   A   A
+      50               -   -   -   A   A   A
+      51 TO      56    A   A   A   A   A   A
+      57               -   -   -   A   A   A
+      58 TO      63    A   A   A   A   A   A
+      64               -   -   -   A   A   A
+      65 TO      70    A   A   A   A   A   A
+      71               -   -   -   A   A   A
+      72 TO      77    A   A   A   A   A   A
+      78               -   -   -   A   A   A
+      79 TO      84    A   A   A   A   A   A
+      85               -   -   -   A   A   A
+      86 TO      91    A   A   A   A   A   A
+      92               -   -   -   A   A   A
+      93 TO      98    A   A   A   A   A   A
+      99               -   -   -   A   A   A
+     100 TO     105    A   A   A   A   A   A
+     106               -   -   -   A   A   A
+     107 TO     112    A   A   A   A   A   A
+     113               -   -   -   A   A   A
+     114 TO     119    A   A   A   A   A   A
+     120               -   -   -   A   A   A
+     121 TO     126    A   A   A   A   A   A
+     127               -   -   -   A   A   A
+     128 TO     133    A   A   A   A   A   A
+     134               -   -   -   A   A   A
+     135 TO     140    A   A   A   A   A   A
+     141               -   -   -   A   A   A
+     142 TO     147    A   A   A   A   A   A
+     148               -   -   -   A   A   A
+     149 TO     154    A   A   A   A   A   A
+     155               -   -   -   A   A   A
+     156 TO     161    A   A   A   A   A   A
+     162               -   -   -   A   A   A
+     163 TO     168    A   A   A   A   A   A
+     169               -   -   -   A   A   A
+     170 TO     175    A   A   A   A   A   A
+     176               -   -   -   A   A   A
+     177 TO     182    A   A   A   A   A   A
+     183               -   -   -   A   A   A
+     184 TO     189    A   A   A   A   A   A
+     190               -   -   -   A   A   A
+     191 TO     196    A   A   A   A   A   A
+     197               -   -   -   A   A   A
+     198 TO     203    A   A   A   A   A   A
+     204               -   -   -   A   A   A
+     205 TO     210    A   A   A   A   A   A
+     211               -   -   -   A   A   A
+     212 TO     217    A   A   A   A   A   A
+     218               -   -   -   A   A   A
+     219 TO     224    A   A   A   A   A   A
+     225               -   -   -   A   A   A
+     226 TO     231    A   A   A   A   A   A
+     232               -   -   -   A   A   A
+     233 TO     238    A   A   A   A   A   A
+     239               -   -   -   A   A   A
+     240 TO     245    A   A   A   A   A   A
+     246               -   -   -   A   A   A
+     247 TO     252    A   A   A   A   A   A
+     253               -   -   -   A   A   A
+     254 TO     259    A   A   A   A   A   A
+     260               -   -   -   A   A   A
+     261 TO     266    A   A   A   A   A   A
+     267               -   -   -   A   A   A
+     268 TO     273    A   A   A   A   A   A
+     274               -   -   -   A   A   A
+     275 TO     280    A   A   A   A   A   A
+     281               -   -   -   A   A   A
+     282 TO     287    A   A   A   A   A   A
+     288               -   -   -   A   A   A
+     289 TO     294    A   A   A   A   A   A
diff --git a/3DFrame.Y b/3DFrame.Y
diff --git a/3DFrame.Y$$ b/3DFrame.Y$$
@@ -0,0 +1,8 @@
+ SAPFire results-database version:           82
+ Type    Result      File                  Records
+ Resp    Case        .Y05                        1                  2644
+ Resp    Displ       .Y00                        1                197568
+ Resp    React       .Y03                        1                197568
+ Resp    JFJoint     .Y01                        1                197568
+ Resp    JFSpring    .Y02                        1                197568
+ Resp    DisplTran   .Y04                        1                169344
diff --git a/3DFrame.Y00 b/3DFrame.Y00
diff --git a/3DFrame.Y01 b/3DFrame.Y01
diff --git a/3DFrame.Y02 b/3DFrame.Y02
diff --git a/3DFrame.Y03 b/3DFrame.Y03
diff --git a/3DFrame.Y04 b/3DFrame.Y04
diff --git a/3DFrame.Y05 b/3DFrame.Y05
diff --git a/3DFrame.Y_ b/3DFrame.Y_
diff --git a/3DFrame.Y_1 b/3DFrame.Y_1
diff --git a/3DFrame.ico b/3DFrame.ico
diff --git a/3DFrame.msh b/3DFrame.msh
diff --git a/3DFrame.sdb b/3DFrame.sdb