✨ Visualization based on plotly

Tip

Due to the interactivity of plotly, the image rendering speed is relatively slow. If you have many analysis steps, such as earthquake response time history analysis, you should use the pyvista engine.

First load the necessary classes and functions, where GetFEMdata is used to get the model data from the current domain of OpenSeesPy, and OpsVisPlotly is used to visualize the model.

import openseespy.opensees as ops
import opstool as opst

Load the 3D Arch Bridge finite element model. Function load_ops_examples() is used to load predefined examples from opstool.

opst.load_ops_examples("ArchBridge2")  # or your openseespy code

Display OpenSeesPy Geometry Model

Get the model data from the current domain. Of course, you can also run your own model code before instantiating GetFEMdata. Parameter results_dir is used to specify the directory where the output file is saved.

get_model_data() is used to save the model geometric data.

ModelData = opst.GetFEMdata(results_dir="opstool_output")
ModelData.get_model_data(save_file="ModelData.hdf5")

Model data saved in opstool_output/ModelData.hdf5!

Instantiating visualization class OpsVisPlotly.

opsvis = opst.OpsVisPlotly(point_size=2, line_width=3, colors_dict=None, theme="plotly",
                           color_map="jet", on_notebook=True, results_dir="opstool_output")

Display the geometric information of the model, input parameter explanation see class method model_vis().

Tip

When show_node_label and show_ele_label True, rendering speed is relatively slow. Therefore, it is recommended not to use them, but to use mouse hover to display related information.

opsvis.model_vis(input_file="ModelData.hdf5",
                 show_node_label=False,
                 show_ele_label=False,
                 show_local_crd=True,
                 show_fix_node=True,
                 label_size=8,
                 show_outline=True,
                 opacity=1.0,
                 save_html=None)

Display Eigen Analysis

Note

Before performing the eigenvalue analysis, you need to ensure that the OpenSeesPy model is correct and that the masses have been set.

Obtain the first 15 orders of modal data.

ModelData.get_eigen_data(mode_tag=15, solver="-genBandArpack",
                         save_file='EigenData.hdf5')

Eigen data saved in opstool_output/EigenData.hdf5 !

Visualize eigenvalue modes. When you set a two-element list for the argument mode_tags and subplots is False, the method eigen_vis() returns a slider-style plot.

opsvis.eigen_vis(input_file='EigenData.hdf5',
                 mode_tags=[1, 9], subplots=False,
                 alpha=None, show_outline=False,
                 show_origin=False, opacity=1.0,
                 show_face_line=False, save_html=None)

Of course, subplots set to True will return a multi-sub plot.

opsvis.eigen_vis(input_file='EigenData.hdf5',
                 mode_tags=[2, 11], subplots=True,
                 alpha=None, show_outline=False,
                 show_origin=False, opacity=1.0,
                 show_face_line=False, save_html=None)

You can also create an html animation by eigen_anim().

opsvis.eigen_anim(input_file='EigenData.hdf5',
                  mode_tag=5, alpha=None, show_outline=False,
                  opacity=1, framerate=3,
                  show_face_line=True,
                  save_html=None)

Display Response Data

First we use the function gen_grav_load() to generate the gravity load.

opst.gen_grav_load(ts_tag=1, pattern_tag=1, factor=-9.81, direction="Z")

Next, we save the response data in each analysis step. I chose to do this to strip the visualization from the analysis, and you are free to tweak the analysis parameters, which is very helpful for debugging the convergence of the model!

Note that parameters num_steps, total_time and stop_cond are used to tell get_node_resp_step() how many steps to output the data after, depends on which of the three arrives first. The arg model_update is useful when the model changes, eg., some elements are removed.

In addition, it is also used get_frame_resp_step() here to obtain the response data of the beam elements.

Nsteps = 10
ops.wipeAnalysis()
ops.system('BandGeneral')
ops.constraints('Transformation')
ops.numberer('RCM')
ops.test('NormDispIncr', 1.0e-12, 10, 3)
ops.algorithm('Newton')
ops.integrator('LoadControl', 1 / Nsteps)
ops.analysis('Static')

# Important!!!! to clear step data in previous analysis case!
ModelData.reset_steps_state()
# start analysis loop
for i in range(Nsteps):
    ok = ops.analyze(1)
    ModelData.get_node_resp_step(num_steps=Nsteps,
                                 total_time=10000000000,
                                 stop_cond=False,
                                 save_file="NodeRespStepData-1.hdf5",
                                 model_update=False)
    ModelData.get_frame_resp_step(num_steps=Nsteps,
                                  total_time=10000000000,
                                  stop_cond=False,
                                  save_file="BeamRespStepData-1.hdf5")

Node response data saved in opstool_output/NodeRespStepData-1.hdf5 !

Frame elements response data saved in opstool_output/BeamRespStepData-1.hdf5 !

Visualize node response

Visualize node displacement by method deform_vis(). Of course, velocity and acceleration are also optional, just change response to “vel” or “accel”.

opsvis.deform_vis(input_file="NodeRespStepData-1.hdf5",
                  slider=True,
                  response="disp", alpha=None,
                  show_outline=False, show_origin=True,
                  show_face_line=False, opacity=1,
                  save_html=None,
                  model_update=False)

Create an html animation by deform_anim().

opsvis.deform_anim(input_file="NodeRespStepData-1.hdf5",
                   response="disp", alpha=None,
                   show_outline=False,
                   show_face_line=False, opacity=1,
                   save_html=None,
                   model_update=False)

Display Frame Element Response

When saving the node response data, we also save the response of the frame elemengts by method get_frame_resp_step(), which you can visualize in the following way.

opsvis.frame_resp_vis(input_file="BeamRespStepData-1.hdf5",
                      ele_tags=None,
                      slider=True,
                      response="My",
                      show_values=False,
                      alpha=None,
                      opacity=1,
                      save_html=None)