\n",
"\n",
"You can find the original Examples:
\n",
"https://opensees.berkeley.edu/wiki/index.php/Examples_Manual
\n",
"Original Examples by By Silvia Mazzoni & Frank McKenna, 2006, in Tcl
\n",
"Converted to OpenSeesPy by SilviaMazzoni, 2020
\n",
"
\n", "\n", "
\n", " \n", "Introductory Examples\n", "The objective of Example 1a and Example 1b is to give an overview of input-file format in OpenSees using simple scripts.\n", "These scripts do not take advantage of the Tcl scripting capabilities shown in the later examples. However, they do provide starting a place where the input file is similar to that of more familiar Finite-Element Analysis software. Subsequent examples should be used as the basis for user input files.\n" ] }, { "cell_type": "markdown", "metadata": {}, "source": [ "
![](\"https://opensees.berkeley.edu/wiki/images/5/59/Example1b_Push.GIF\")
\n"
]
},
{
"cell_type": "code",
"execution_count": 1,
"metadata": {},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"Done!\n"
]
}
],
"source": [
"############################################################\n",
"# EXAMPLE: \n",
"# pyEx1b.Portal2D.Push.tcl.py\n",
"# for OpenSeesPy\n",
"# --------------------------------------------------------#\n",
"# by: Silvia Mazzoni, 2020\n",
"# silviamazzoni@yahoo.com\n",
"############################################################\n",
"\n",
"# configure Python workspace\n",
"import openseespy.opensees as ops\n",
"import eSEESminiPy\n",
"import os\n",
"import math\n",
"import numpy as numpy\n",
"import matplotlib.pyplot as plt\n",
"ops.wipe()\n",
"# --------------------------------------------------------------------------------------------------\n",
"# Example 1. portal frame in 2D\n",
"# static pushover analysis of Portal Frame, with gravity.\n",
"# all units are in kip, inch, second\n",
"# elasticBeamColumn ELEMENT\n",
"# Silvia Mazzoni and Frank McKenna, 2006\n",
"#\n",
"# ^Y\n",
"# or\n",
"# 3_________(3)________4 __\n",
"# or | |\n",
"# or | |\n",
"# or | |\n",
"# (1) (2) LCol\n",
"# or | |\n",
"# or | |\n",
"# or | |\n",
"# =1= =2= _or_ -------->X\n",
"# or----------LBeam------------|\n",
"#\n",
"\n",
"# SET UP ----------------------------------------------------------------------------\n",
"ops.wipe() # clear opensees model\n",
"ops.model('basic','-ndm',2,'-ndf',3) # 2 dimensions, 3 dof per node\n",
"if not os.path.exists('Data'):\n",
" os.mkdir('Data')\n",
"\n",
"# define GEOMETRY -------------------------------------------------------------\n",
"# nodal coordinates:\n",
"ops.node(1,0,0) # node , X Y\n",
"ops.node(2,504,0)\n",
"ops.node(3,0,432)\n",
"ops.node(4,504,432)\n",
"\n",
"# Single point constraints -- Boundary Conditions\n",
"ops.fix(1,1,1,1) # node DX DY RZ\n",
"ops.fix(2,1,1,1) # node DX DY RZ\n",
"ops.fix(3,0,0,0)\n",
"ops.fix(4,0,0,0)\n",
"\n",
"# nodal masses:\n",
"ops.mass(3,5.18,0.,0.) # node , Mx My Mz, Mass=Weight/g.\n",
"ops.mass(4,5.18,0.,0.)\n",
"\n",
"# Define ELEMENTS -------------------------------------------------------------\n",
"# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system\n",
"ops.geomTransf('Linear',1) # associate a tag to transformation\n",
"\n",
"# connectivity: (make A very large, 10e6 times its actual value)\n",
"ops.element('elasticBeamColumn',1,1,3,3600000000,4227,1080000,1) # element elasticBeamColumn eleTag iNode jNode A E Iz transfTag\n",
"ops.element('elasticBeamColumn',2,2,4,3600000000,4227,1080000,1)\n",
"ops.element('elasticBeamColumn',3,3,4,5760000000,4227,4423680,1)\n",
"\n",
"# Define RECORDERS -------------------------------------------------------------\n",
"ops.recorder('Node','-file','Data/DFreeEx1bPush.out','-time','-node',3,4,'-dof',1,2,3,'disp') # displacements of free nodes\n",
"ops.recorder('Node','-file','Data/DBaseEx1bPush.out','-time','-node',1,2,'-dof',1,2,3,'disp') # displacements of support nodes\n",
"ops.recorder('Node','-file','Data/RBaseEx1bPush.out','-time','-node',1,2,'-dof',1,2,3,'reaction') # support reaction\n",
"ops.recorder('Element','-file','Data/FColEx1bPush.out','-time','-ele',1,2,'globalForce') # element forces -- column\n",
"ops.recorder('Element','-file','Data/FBeamEx1bPush.out','-time','-ele',3,'globalForce') # element forces -- beam\n",
"\n",
"# define GRAVITY -------------------------------------------------------------\n",
"ops.timeSeries('Linear',1) # timeSeries Linear 1;\n",
"# define Load Pattern\n",
"ops.pattern('Plain',1,1) # \n",
"ops.eleLoad('-ele',3,'-type','-beamUniform',-7.94) # distributed superstructure-weight on beam\n",
"\n",
"ops.wipeAnalysis() # adding this to clear Analysis module \n",
"ops.constraints('Plain') # how it handles boundary conditions\n",
"ops.numberer('Plain') # renumber dofs to minimize band-width (optimization), if you want to\n",
"ops.system('BandGeneral') # how to store and solve the system of equations in the analysis\n",
"ops.test('NormDispIncr',1.0e-8,6) # determine if convergence has been achieved at the end of an iteration step\n",
"ops.algorithm('Newton') # use Newtons solution algorithm: updates tangent stiffness at every iteration\n",
"ops.integrator('LoadControl',0.1) # determine the next time step for an analysis, apply gravity in 10 steps\n",
"ops.analysis('Static') # define type of analysis static or transient\n",
"ops.analyze(10) # perform gravity analysis\n",
"ops.loadConst('-time',0.0) # hold gravity constant and restart time\n",
"\n",
"# define LATERAL load -------------------------------------------------------------\n",
"# Lateral load pattern\n",
"ops.timeSeries('Linear',2) # timeSeries Linear 2;\n",
"# define Load Pattern\n",
"ops.pattern('Plain',2,2) # \n",
"ops.load(3,2000.,0.0,0.0) # node , FX FY MZ -- representative lateral load at top nodes\n",
"ops.load(4,2000.,0.0,0.0) # place 1/2 of the weight for each node to get shear coefficient\n",
" \n",
"# pushover: diplacement controlled static analysis\n",
"ops.integrator('DisplacementControl',3,1,0.1) # switch to displacement control, for node 11, dof 1, 0.1 increment\n",
"ops.analyze(100) # apply 100 steps of pushover analysis to a displacement of 10\n",
"\n",
"print('Done!')\n",
"\n",
"\n",
"\n"
]
},
{
"cell_type": "code",
"execution_count": 2,
"metadata": {},
"outputs": [
{
"data": {
"image/png": 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\n",
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