From 4ff2214d068a185b6e27d01e4e72498d51501ab9 Mon Sep 17 00:00:00 2001 From: claudio perez <50180406+claudioperez@users.noreply.github.com> Date: Wed, 26 Jun 2024 16:53:15 -0700 Subject: [PATCH] cmp - rebuild site --- examples/chopra-10.4/index.html | 56 ++++++++--------- examples/example1/index.html | 104 ++++++++++++++++---------------- examples/example2/index.html | 16 ++--- examples/example3/index.html | 48 +++++++-------- examples/example4/index.html | 8 +-- 5 files changed, 116 insertions(+), 116 deletions(-) diff --git a/examples/chopra-10.4/index.html b/examples/chopra-10.4/index.html index 5f9350a7..073b9b97 100644 --- a/examples/chopra-10.4/index.html +++ b/examples/chopra-10.4/index.html @@ -386,13 +386,13 @@

Instructions on how to run this Python Tcl @@ -408,7 +408,7 @@

Instructions on how to run this -
+
python EigenAnal_twoStoryShearFrame8.py
@@ -420,7 +420,7 @@

Instructions on how to run this -
+
python -m opensees EigenAnal_twoStoryShearFrame8.tcl
@@ -448,13 +448,13 @@

Create the model

Python Tcl @@ -470,7 +470,7 @@

Create the model

-
+
import opensees.openseespy as ops
 
@@ -484,7 +484,7 @@ 
Create the model

 
 
 
-

+

 
 	
model BasicBuilder -ndm 2 -ndf 3
 

@@ -512,13 +512,13 @@ 
Create the model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -534,7 +534,7 @@ 
Create the model

 
 
 
-

+

 
 	
model.node(1, 0.,   0.)
 model.node(2, L ,   0.)
@@ -551,7 +551,7 @@ 
Create the model

 
 
 
-

+

 
 	
node 1 0. 0. ;
 node 2 $L 0. ;
@@ -581,13 +581,13 @@ 
Create the model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -603,7 +603,7 @@ 
Create the model

 
 
 
-

+

 
 	
model.fix(1, 1, 1, 1)
 model.fix(2, 1, 1, 1)
@@ -616,7 +616,7 @@ 
Create the model

 
 
 
-

+

 
 	
fix 1 1 1 1; 
 fix 2 1 1 1; 
@@ -644,13 +644,13 @@ 
Create the model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -666,7 +666,7 @@ 
Create the model

 
 
 
-

+

 
 	
model.mass(3,  m  , 0., 0. ) 
 model.mass(4,  m  , 0., 0. ) 
@@ -681,7 +681,7 @@ 
Create the model

 
 
 
-

+

 
 	
mass 3 $m 0. 0. ; 
 mass 4 $m 0. 0. ; 
@@ -714,13 +714,13 @@ 
Create the model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -736,7 +736,7 @@ 
Create the model

 
 
 
-

+

 
 	
model.element("ElasticBeamColumn", 1, 1, 3, Ac, Ec, 2.*Ic, TransfTag)
 model.element("ElasticBeamColumn", 2, 3, 5, Ac, Ec,    Ic, TransfTag)
@@ -753,7 +753,7 @@ 
Create the model

 
 
 
-

+

 
 	
element elasticBeamColumn 1 1 3 $Ac $Ec [expr 2.*$Ic] $TransfTag; 
 element elasticBeamColumn 2 3 5 $Ac $Ec $Ic $TransfTag; 
@@ -791,13 +791,13 @@ 
Create the model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -813,7 +813,7 @@ 
Create the model

 
 
 
-

+

 
 	
for k in range(numModes):
     model.recorder("Node", f"eigen {k}", file=f"modes/mode{k}.out", nodeRange=[1, 6], dof=[1, 2, 3])
@@ -826,7 +826,7 @@ 
Create the model

 
 
 
-

+

 
 	
foreach k [range $numModes] {
   recorder Node -file [format "modes/mode%i.out" $k] -nodeRange 1 6 -dof 1 2 3 "eigen $k" 
diff --git a/examples/example1/index.html b/examples/example1/index.html
index 66b69b54..93823527 100644
--- a/examples/example1/index.html
+++ b/examples/example1/index.html
@@ -370,13 +370,13 @@ 
Model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -392,7 +392,7 @@ 
Model

 
 
 
-

+

 
 	
import opensees.openseespy as ops
 
@@ -406,7 +406,7 @@ 
Model

 
 
 
-

+

 
 	
model -ndm 2 -ndf 2
 

@@ -433,13 +433,13 @@ 
Model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -455,7 +455,7 @@ 
Model

 
 
 
-

+

 
 	
# Create nodes
 #         tag   X     Y
@@ -472,7 +472,7 @@ 
Model

 
 
 
-

+

 
 	
# Create nodes & add to domain
 #   tag  X    Y
@@ -501,13 +501,13 @@ 
Model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -523,7 +523,7 @@ 
Model

 
 
 
-

+

 
 	
# set the boundary conditions
 #    nodeID xRestrnt? yRestrnt?
@@ -539,7 +539,7 @@ 
Model

 
 
 
-

+

 
 	
# Set the boundary conditions
 #  tag  X  Y
@@ -569,13 +569,13 @@ 
Model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -591,7 +591,7 @@ 
Model

 
 
 
-

+

 
 	
# Create Elastic material prototype
 model.uniaxialMaterial("Elastic", 1, 3000)
@@ -604,7 +604,7 @@ 
Model

 
 
 
-

+

 
 	
# Create Elastic material prototype
 uniaxialMaterial Elastic 1 3000;
@@ -636,13 +636,13 @@ 
Model

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -658,7 +658,7 @@ 
Model

 
 
 
-

+

 
 	
#              Type   tag  nodes  Area  material
 model.element("Truss", 1, (1, 4), 10.0,    1   )
@@ -673,7 +673,7 @@ 
Model

 
 
 
-

+

 
 	
element Truss 1 1 4 10.0 1;
 element Truss 2 2 4  5.0 1;
@@ -707,13 +707,13 @@ 
Loads

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -729,7 +729,7 @@ 
Loads

 
 
 
-

+

 
 	
loads = {4: [100, -50]}
 

@@ -741,7 +741,7 @@ 
Loads

 
 
 
-

+

 
 	
set loads {4 100 -50}
 

@@ -766,13 +766,13 @@ 
Loads

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -788,7 +788,7 @@ 
Loads

 
 
 
-

+

 
 	
model.pattern("Plain", 1, "Linear", load=loads)
 

@@ -800,7 +800,7 @@ 
Loads

 
 
 
-

+

 
 	
pattern Plain 1 "Linear" "load $loads"
 

@@ -825,13 +825,13 @@ 
Loads

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -847,7 +847,7 @@ 
Loads

 
 
 
-

+

 
 	
model.pattern("Plain", 1, "Linear", load={
   4: [100, -50]
@@ -861,7 +861,7 @@ 
Loads

 
 
 
-

+

 
 	
pattern Plain 1 "Linear" {
   load 4 100 -50
@@ -889,13 +889,13 @@ 
Analysis

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -911,7 +911,7 @@ 
Analysis

 
 
 
-

+

 
 	
model.algorithm("Linear")
 

@@ -923,7 +923,7 @@ 
Analysis

 
 
 
-

+

 
 	
algorithm Linear;
 

@@ -950,13 +950,13 @@ 
Analysis

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -972,7 +972,7 @@ 
Analysis

 
 
 
-

+

 
 	
model.integrator("LoadControl", 1.0)
 

@@ -984,7 +984,7 @@ 
Analysis

 
 
 
-

+

 
 	
integrator LoadControl 1.0;
 

@@ -1014,13 +1014,13 @@ 
Analysis

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -1036,7 +1036,7 @@ 
Analysis

 
 
 
-

+

 
 	
model.analysis("Static")
 

@@ -1048,7 +1048,7 @@ 
Analysis

 
 
 
-

+

 
 	
analysis Static;
 

@@ -1071,13 +1071,13 @@ 
Analysis

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -1093,7 +1093,7 @@ 
Analysis

 
 
 
-

+

 
 	
model.analyze(1)
 

@@ -1105,7 +1105,7 @@ 
Analysis

 
 
 
-

+

 
 	
analyze 1
 

@@ -1129,13 +1129,13 @@ 
Analysis

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -1151,7 +1151,7 @@ 
Analysis

 
 
 
-

+

 
 	
model.print(node=4)
 model.print("ele")
@@ -1164,7 +1164,7 @@ 
Analysis

 
 
 
-

+

 
 	
print node 4
 print ele
diff --git a/examples/example2/index.html b/examples/example2/index.html
index 9f1638ba..6dbf850e 100644
--- a/examples/example2/index.html
+++ b/examples/example2/index.html
@@ -366,13 +366,13 @@ 
Modeling

 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -388,7 +388,7 @@ 
Modeling

 
 
 
-

+

 
 	
    
 
  1. Example2.1.py
    2. 
@@ -402,7 +402,7 @@ 
    Modeling
    
 
 
 
-
    
+
    
 
 	
      
 
    1. Example2.1.tcl
      2. 
@@ -441,13 +441,13 @@ 
      Modeling
      
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -463,7 +463,7 @@ 
      Modeling
      
 
 
 
-
      
+
      
 
 	
      model.section("Fiber", 1)
 # Create the concrete core fibers
@@ -486,7 +486,7 @@ 
      Modeling
      
 
 
 
-
      
+
      
 
 	
      section Fiber 1 {
 
diff --git a/examples/example3/index.html b/examples/example3/index.html
index 8e3d9b68..d5e53e5b 100644
--- a/examples/example3/index.html
+++ b/examples/example3/index.html
@@ -365,13 +365,13 @@ 
      
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -387,7 +387,7 @@ 
      
 
 
 
-
      
+
      
 
 	
        
 
      1. portal.py
        2. 
@@ -401,7 +401,7 @@ 
        
 
 
 
-
        
+
        
 
 	
          
 
        1. portal.tcl
          2. 
@@ -463,13 +463,13 @@ 
          create_portal
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -485,7 +485,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
          # create ModelBuilder (with two-dimensions and 3 DOF/node)
 model = ops.Model(ndm=2, ndf=3)
@@ -510,7 +510,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
          set width    360
 set height   144
@@ -550,13 +550,13 @@ 
          create_portal
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -572,7 +572,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
          # Define materials for nonlinear columns
 # ------------------------------------------
@@ -597,7 +597,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
          
 # Define materials for nonlinear columns
@@ -637,13 +637,13 @@ 
          create_portal
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -659,7 +659,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
           # Define cross-section for nonlinear columns
  # ------------------------------------------
@@ -694,7 +694,7 @@ 
          create_portal
          
 
 
 
-
          
+
          
 
 	
          # Define cross-section for nonlinear columns
 # ------------------------------------------
@@ -751,13 +751,13 @@ 
          gravity_analysis
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -773,7 +773,7 @@ 
          gravity_analysis
          
 
 
 
-
          
+
          
 
 	
          # Create the model
 model = create_portal()
@@ -789,7 +789,7 @@ 
          gravity_analysis
          
 
 
 
-
          
+
          
 
 	
          create_portal;
 gravity_analysis;
@@ -874,13 +874,13 @@ 
          transient_analysis
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -896,7 +896,7 @@ 
          transient_analysis
          
 
 
 
-
          
+
          
 
 	
          model.loadConst(time=0.0)
 
          
@@ -908,7 +908,7 @@ 
          transient_analysis
          
 
 
 
-
          
+
          
 
 	
          loadConst -time 0.0
 
          
diff --git a/examples/example4/index.html b/examples/example4/index.html
index ddd0e630..3f255243 100644
--- a/examples/example4/index.html
+++ b/examples/example4/index.html
@@ -362,13 +362,13 @@ 
          Example 4.1
          
 		
 
 		Python
 
 		
 
 		Tcl
 
 		
@@ -384,7 +384,7 @@ 
          Example 4.1
          
 
 
 
-
          
+
          
 
 	
            
 
          1. Example4.1.py
            2. 
@@ -398,7 +398,7 @@ 
            Example 4.1
            
 
 
 
-
            
+
            
 
 	
              
 
            1. Example4.1.tcl
              2.