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<!DOCTYPE html><!--html5-->
<html lang="en-GB">
<head>
<meta charset="UTF-8">
<title>B. Komen | Homepage</title>
<style>
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border-collapse: collapse;
border-spacing: 0;
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border: 1px solid #cbcbcb;
}
.pure-table thead {
background-color: #e0e0e0;
color: #000;
text-align: left;
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.mid-header {
background-color: #ADD8E6;
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</style>
</head>
<body>
<header>
<p>For my Master's thesis, several analyses are run, from which the graphical output can be seen in several graphs.
This page contains a table which links to the various graphs.<br />
All scripts and input data can be viewed <a href="https://github.com/benjaminkomen/benjaminkomen.github.io">on github</a> as well.
</p>
</header>
<main>
<section>
<table class="pure-table">
<thead>
<tr>
<th>Name</th>
<th>Velocity [km/h]</th>
<th># bogies</th>
<th># bridge elements</th>
<th>Script</th>
<th>Description</th>
</tr>
</thead>
<tbody>
<tr>
<th class="mid-header" colspan="6" id="simple_model_1">Simple model 1: Simply supported beam with SDOF sprung mass</th>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_1">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_1&matlab=vel_100_nv_1_ne_100">compared to matlab</a> (fft
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_100&file=0">0</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_100&file=1">1</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_100&file=3">3</a>)
</td>
<td>100</td>
<td>1</td>
<td>100</td>
<td><a href="ansys/1_beam_contact_force_model/beam_1_sprung_mass.inp" type="text/plain">ansys</a> +
<a href="matlab/one_sprung_mass/sdof_mov_sprung_mass.m">matlab 1</a>,
<a href="matlab/one_sprung_mass/odesolver.m">matlab 2</a>,
<a href="matlab/fft/fft_script_matlab_input.m">matlab fft</a>
</td>
<td>25 meter beam with 5750 kg mass. Ansys results compared to Matlab.</td>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_1">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_1&matlab=vel_100_nv_1_ne_250">compared to matlab</a> (fft
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_250&file=0">0</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_250&file=1">1</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_250&file=3">3</a>)
</td>
<td>100</td>
<td>1</td>
<td>250</td>
<td><a href="ansys/1_beam_contact_force_model/beam_1_sprung_mass.inp">ansys</a> +
<a href="matlab/one_sprung_mass/sdof_mov_sprung_mass.m">matlab 1</a>,
<a href="matlab/one_sprung_mass/odesolver.m">matlab 2</a>
<a href="matlab/fft/fft_script_matlab_input.m">matlab fft</a>
</td>
<td>25 meter beam with 5750 kg mass. Ansys results compared to Matlab.</td>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_1">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_1&matlab=vel_100_nv_1_ne_500">compared to matlab</a> (fft
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_500&file=0">0</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_500&file=1">1</a>,
<a href="graphs/fft.html?folder=vel_100_nv_1_ne_500&file=3">3</a>)
</td>
<td>100</td>
<td>1</td>
<td>500</td>
<td><a href="ansys/1_beam_contact_force_model/beam_1_sprung_mass.inp">ansys</a> +
<a href="matlab/one_sprung_mass/sdof_mov_sprung_mass.m">matlab 1</a>,
<a href="matlab/one_sprung_mass/odesolver.m">matlab 2</a>,
<a href="matlab/fft/fft_script_matlab_input.m">matlab fft</a>
</td>
<td>25 meter beam with 5750 kg mass. Ansys results compared to Matlab.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="simple_model_2">Simple model 2: Simply supported beam with multiple SDOF sprung masses</th>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_2_l_25">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_2_l_25&matlab=vel_100_nv_2_l_25">compared to matlab</a>
</td>
<td>100</td>
<td>2</td>
<td>?</td>
<td><a href="ansys/2_beam_multiple_sprung_masses/beam_2_sprung_masses.inp">ansys</a> +
<a href="matlab/multiple_sprung_masses/mult_sdof_sprung_masses.m">matlab 1</a>,
<a href="matlab/multiple_sprung_masses/odesolver_mult.m">matlab 2</a>
</td>
<td>25 meter beam with two 5750 kg masses. Ansys results and compared to Matlab.</td>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_2_l_50">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_2_l_50&matlab=vel_100_nv_2_l_50">compared to matlab</a>
</td>
<td>100</td>
<td>2</td>
<td>?</td>
<td><a href="ansys/2_beam_multiple_sprung_masses/beam_2_sprung_masses.inp">ansys</a> +
<a href="matlab/multiple_sprung_masses/mult_sdof_sprung_masses.m">matlab 1</a>,
<a href="matlab/multiple_sprung_masses/odesolver_mult.m">matlab 2</a>
</td>
<td>50 meter beam with two 5750 kg masses. Ansys results and compared to Matlab.</td>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_100_nv_2_l_75">Ansys</a> +
<a href="graphs/compare.html?ansys=vel_100_nv_2_l_75&matlab=vel_100_nv_2_l_75">compared to matlab</a>
</td>
<td>100</td>
<td>2</td>
<td>?</td>
<td><a href="ansys/2_beam_multiple_sprung_masses/beam_2_sprung_masses.inp">ansys</a> +
<a href="matlab/multiple_sprung_masses/mult_sdof_sprung_masses.m">matlab 1</a>,
<a href="matlab/multiple_sprung_masses/odesolver_mult.m">matlab 2</a>
</td>
<td>75 meter beam with two 5750 kg masses. Ansys results and compared to Matlab.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="2d_arch">2D Arch bridge with multiple SDOF sprung masses</th>
</tr>
<tr>
<td><a href="graphs/ansys.html?name=vel_160_ne_1">ne = 1</a>,
<a href="graphs/ansys.html?name=vel_160_ne_10">ne = 10</a>,
<a href="graphs/ansys.html?name=vel_160_ne_20">ne = 20</a>,
<a href="graphs/ansys.html?name=vel_160_ne_30">ne = 30</a>,
<a href="graphs/ansys.html?name=vel_160_ne_40">ne = 40</a> and
<a href="graphs/ansys.html?name=vel_160_ne_50">ne = 50</a>
</td>
<td>160</td>
<td>6</td>
<td>1 - 50h</td>
<td><a href="ansys/4_2d_arch_bridge/2d_arch_mult_masses.inp">ansys</a></td>
<td>154 meter 2d arch bridge with sprung masses in Ansys. Vehicle is not a VIRM train yet but all equal SDOF sprung masses.
</td>
</tr>
<tr>
<td>numerical differentiated or direct get functions:
<a href="graphs/ansys_compare.html?name0=vel_160_nv_1&name1=vel_160_nv_1_alt">click</a>
</td>
<td>160</td>
<td>1</td>
<td>?</td>
<td><a href="ansys/4_2d_arch_bridge/2d_arch_mult_masses.inp">ansys</a></td>
<td>154 meter 2d arch bridge with sprung mass in Ansys.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="3d_arch">3D Arch bridge with various train models</th>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=3d_arch_nv_2_1dofs_ne_50&name1=3d_arch_nv_2_2dofs_ne_50&name2=3d_arch_nv_2_full_coach_ne_50">Comparison</a> of<br />
<a href="graphs/ansys.html?name=3d_arch_nv_2_1dofs_ne_50">two 1 DOF bogies</a>, <br />
<a href="graphs/ansys.html?name=3d_arch_nv_2_2dofs_ne_50">two 2 DOF bogies</a> and <br />
<a href="graphs/ansys.html?name=3d_arch_nv_2_full_coach_ne_50">full coach</a>
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="ansys/6_complexer_bogies/3d_arch_sdof_bogies.inp">1dof</a>,
<a href="ansys/6_complexer_bogies/3d_arch_2dof_bogies.inp">2dof</a> and
<a href="ansys/6_complexer_bogies/3d_arch_full_coach.inp">full coach</a>
</td>
<td>150 meter 3d arch bridge with 2 bogies or coach.</td>
</tr>
<tr>
<td>two 1 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=3d_arch_nv_2_1dofs_ne_50&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_2_1dofs_ne_50&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_2_1dofs_ne_50&file=3">3</a>)
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 2 bogies or coach.</td>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=3d_arch_nv_12_1dofs_bd&name1=3d_arch_nv_12_2dofs&name2=3d_arch_nv_12_full_coach_bd">Comparison</a> of<br />
<a href="graphs/ansys.html?name=3d_arch_nv_12_1dofs_bd">twelve 1 DOF bogies</a>, <br />
<a href="graphs/ansys.html?name=3d_arch_nv_12_2dofs">twelve 2 DOF bogies</a> and <br />
<a href="graphs/ansys.html?name=3d_arch_nv_12_full_coach_bd">six full coaches</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/6_complexer_bogies/3d_arch_sdof_bogies.inp">1dof</a>,
<a href="ansys/6_complexer_bogies/3d_arch_2dof_bogies.inp">2dof</a> and
<a href="ansys/6_complexer_bogies/3d_arch_full_coach.inp">full coach</a>
</td>
<td>150 meter 3d arch bridge with 12 bogies or 6 full coaches.</td>
</tr>
<tr>
<td>12 1 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_1dofs_bd&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_1dofs_bd&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_1dofs_bd&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 3d arch bridge with 12 bogies.</td>
</tr>
<tr>
<td>12 2 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_2dofs&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_2dofs&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_2dofs&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 3d arch bridge with 12 bogies.</td>
</tr>
<tr>
<td>six full coaches (fft <a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_full_coach_bd&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_full_coach_bd&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=3d_arch_nv_12_full_coach_bd&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 3d arch bridge with 6 full coaches.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="experiment">Kuilenburgse spoorbrug measurements on March 24, 2016</th>
</tr>
<tr>
<td><a href="graphs/experiment.html">all 8 full trips</a></td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>-</td>
<td>Full experiment data.</td>
</tr>
<tr>
<td><a href="graphs/experiment_bridge_only.html">bridge parts only</a> +
<a href="graphs/experiment_bridge_fft.html">fast fourier transform</a></td>
<td>-</td>
<td>-</td>
<td>-</td>
<td><a href="matlab/fft/fft_script_experiment_input.m">matlab fft</a></td>
<td>Zoomed in on bridge parts and fast fourier transform.</td>
</tr>
<tr>
<td><a href="graphs/experiment_nonbridge_fft.html?name=trip_2_alt">trip 2 (non bridge)</a> +
<a href="graphs/experiment_nonbridge_fft.html?name=trip_4_alt">trip 4 (non bridge)</a></td>
<td>-</td>
<td>-</td>
<td>-</td>
<td><a href="matlab/fft/fft_script_experiment_input.m">matlab fft</a></td>
<td>Two measurements on track, not part of the bridge + fast fourier transforms.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="2d_arch2">2D arch bridge with various train models</th>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_2_1dofs_hht_01_ne_50&name1=2d_arch_nv_2_2dofs&name2=2d_arch_nv_2_full_coach">Comparison</a> of<br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs_hht_01_ne_50">two 1 DOF bogies</a>, <br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_2dofs">two 2 DOF bogies</a> and <br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_full_coach">full coach</a>
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="ansys/6_complexer_bogies/2d_arch_sdof_bogies.inp">1dof</a>,
<a href="ansys/6_complexer_bogies/2d_arch_2dof_bogies.inp">2dof</a> and
<a href="ansys/6_complexer_bogies/2d_arch_full_coach.inp">full coach</a>
</td>
<td>150 meter 2d arch bridge with 2 bogies or coach.</td>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_12_1dofs_bd&name1=2d_arch_nv_12_2dofs&name2=2d_arch_nv_12_full_coach_bd">Comparison</a> of<br />
<a href="graphs/ansys.html?name=2d_arch_nv_12_1dofs_bd">twelve 1 DOF bogies</a>,<br />
<a href="graphs/ansys.html?name=2d_arch_nv_12_2dofs">twelve 2 DOF bogies</a> and <br />
<a href="graphs/ansys.html?name=2d_arch_nv_12_full_coach_bd">6 full coaches</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/6_complexer_bogies/2d_arch_sdof_bogies.inp">1dof</a>,
<a href="ansys/6_complexer_bogies/2d_arch_2dof_bogies.inp">2dof</a> and
<a href="ansys/6_complexer_bogies/2d_arch_full_coach.inp">full coach</a>
</td>
<td>150 meter 2d arch bridge with 12 bogies or 6 coaches.</td>
</tr>
<tr>
<td>two 1 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_1dofs_hht_01_ne_50&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_1dofs_hht_01_ne_50&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_1dofs_hht_01_ne_50&file=3">3</a>)
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 2 1DOF bogies.</td>
</tr>
<tr>
<td>two 2 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_2dofs&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_2dofs&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_2dofs&file=3">3</a>)
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 2 2DOF bogies.</td>
</tr>
<tr>
<td>1 full coach (fft <a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_full_coach&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_full_coach&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_2_full_coach&file=3">3</a>)
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 1 coach.</td>
</tr>
<tr>
<td>twelve 2 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_2dofs&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_2dofs&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_2dofs&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies.</td>
</tr>
<tr>
<td>six full coaches (fft <a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_full_coach_bd&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_full_coach_bd&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=2d_arch_nv_12_full_coach_bd&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 6 full coaches.</td>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_2_1dofs&name1=2d_arch_nv_2_1dofs_hht_005_ne_50&name2=2d_arch_nv_2_1dofs_hht_01_ne_50&name3=2d_arch_nv_2_1dofs_hht_02_ne_50&name4=2d_arch_nv_2_1dofs_hht_04_ne_50">Comparison</a> of
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs">Newmark</a><br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs_hht_005_ne_50">HHT, gamma=0.005</a><br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs_hht_01_ne_50">HHT, gamma=0.01</a><br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs_hht_02_ne_50">HHT, gamma=0.02</a><br />
<a href="graphs/ansys.html?name=2d_arch_nv_2_1dofs_hht_04_ne_50">HHT, gamma=0.04</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/6_complexer_bogies/2d_arch_sdof_bogies.inp">1dof</a>
</td>
<td>150 meter 2d arch bridge with 2 1DOF bogies. Comparison between Newmark and HHT with different gamma values.</td>
</tr>
<tr>
<th class="mid-header" colspan="6">2D versus 3D</th>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_2_1dofs_hht_01_ne_50&name1=2d_arch_nv_2_2dofs&name2=2d_arch_nv_2_full_coach&name3=3d_arch_nv_2_1dofs_ne_50&name4=3d_arch_nv_2_2dofs_ne_50&name5=3d_arch_nv_2_full_coach_ne_50">Comparison</a> of all six model combinations
</td>
<td>125</td>
<td>2</td>
<td>50h</td>
<td>...
</td>
<td>150 meter 2d or 3d arch bridge with 2 bogies or 1 coach.</td>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_12_1dofs_bd&name1=2d_arch_nv_12_2dofs&name2=2d_arch_nv_12_full_coach_bd&name3=3d_arch_nv_12_1dofs_bd&name4=3d_arch_nv_12_2dofs&name5=3d_arch_nv_12_full_coach_bd&bogienr=4">Comparison</a> of all six model combinations
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td>...
</td>
<td>150 meter 2d or 3d arch bridge with 12 bogies or coaches. Bogie number is set to 4 but can be changed in the url.</td>
</tr>
<tr>
<td><a href="graphs/ansys_compare.html?name0=2d_arch_nv_12_full_coach_bd&name1=3d_arch_nv_12_full_coach_bd&name2=3d_arch_nv_12_full_coach_ltr&bogienr=4">Comparison</a> of bridge deflection
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td>...
</td>
<td>150 meter 2d or 3d arch bridge with 12 bogies or coaches. Comparison of bridge deflection, left side or right side of 3d bridge vs 2d.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="par_study_velocity">Parameter study velocity</th>
</tr>
<tr>
<td><a href="http://benjaminkomen.github.io/graphs/ansys_compare.html?name0=par_study_velocity/par_study_nv_12_vel_50&name1=par_study_velocity/par_study_nv_12_vel_100&name2=par_study_velocity/par_study_nv_12_vel_150&name3=par_study_velocity/par_study_nv_12_vel_200&name4=par_study_velocity/par_study_nv_12_vel_250&name5=par_study_velocity/par_study_nv_12_vel_300&bogienr=12">Comparison</a> of
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_50">50 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_60">60 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_70">70 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_80">80 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_90">90 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_100">100 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_110">110 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_120">120 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_120&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_120&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_120&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_130">130 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_140">140 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_150">150 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_160">160 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_160&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_160&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_160&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_170">170 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_180">180 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_190">190 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_200">200 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_200&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_200&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_200&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_210">210 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_210&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_210&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_210&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_220">220 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_230">230 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_240">240 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_250">250 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_250&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_250&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_250&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_260">260 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_270">270 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_280">280 km/h</a>
(fft <a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_280&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_280&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_velocity/par_study_nv_12_vel_280&file=3">3</a>)<br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_290">290 km/h</a><br />
<a href="graphs/ansys.html?name=par_study_velocity/par_study_nv_12_vel_300">300 km/h</a><br />
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/7_parameter_study/2d_arch_2dof_bogies.inp">2dof</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies. 12th bogie selected. Comparison between train velocity values ranging from 50 to 300 km/h.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="par_study_damping">Parameter study damping</th>
</tr>
<tr>
<td><a href="http://benjaminkomen.github.io/graphs/ansys_compare.html?name0=par_study_damping/par_study_damp_prim_0&name1=par_study_damping/par_study_damp_prim_5&name2=par_study_damping/par_study_damp_prim_10&name3=par_study_damping/par_study_damp_prim_15&name4=par_study_damping/par_study_damp_prim_20&name5=par_study_damping/par_study_damp_prim_25&bogienr=12">Comparison</a> of
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_0">0% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_5">5% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_10">10% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_15">15% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_20">20% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_prim_25">25% damping</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/7_parameter_study/2d_arch_2dof_bogies.inp">2dof</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies. 12th bogie selected. Comparison between primary damping values ranging from 0 to 25%. Secondary damping kept constant at 25%.</td>
</tr>
<tr>
<td><a href="http://benjaminkomen.github.io/graphs/ansys_compare.html?name0=par_study_damping/par_study_damp_sec_0&name1=par_study_damping/par_study_damp_sec_5&name2=par_study_damping/par_study_damp_sec_10&name3=par_study_damping/par_study_damp_sec_15&name4=par_study_damping/par_study_damp_sec_20&name5=par_study_damping/par_study_damp_sec_25&bogienr=12">Comparison</a> of
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_0">0% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_5">5% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_10">10% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_15">15% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_20">20% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_sec_25">25% damping</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/7_parameter_study/2d_arch_2dof_bogies.inp">2dof</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies. 12th bogie selected. Comparison between secondary damping values ranging from 0 to 25%. Primary damping kept constant at 25%.</td>
</tr>
<tr>
<td><a href="http://benjaminkomen.github.io/graphs/ansys_compare.html?name0=par_study_damping/par_study_damp_both_0&name1=par_study_damping/par_study_damp_both_5&name2=par_study_damping/par_study_damp_both_10&name3=par_study_damping/par_study_damp_both_15&name4=par_study_damping/par_study_damp_both_20&name5=par_study_damping/par_study_damp_both_25&bogienr=12">Comparison</a> of
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_0">0% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_5">5% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_10">10% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_15">15% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_20">20% damping</a><br />
<a href="graphs/ansys.html?name=par_study_damping/par_study_damp_both_25">25% damping</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/7_parameter_study/2d_arch_2dof_bogies.inp">2dof</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies. 12th bogie selected. Comparison between primary and secondary damping values ranging from 0 to 25%.</td>
</tr>
<tr>
<td>twelve 2 DOF bogies (fft <a href="graphs/fft_ansys.html?folder=par_study_damping/par_study_damp_both_0&file=0">0</a>,
<a href="graphs/fft_ansys.html?folder=par_study_damping/par_study_damp_both_0&file=1">1</a>,
<a href="graphs/fft_ansys.html?folder=par_study_damping/par_study_damp_both_0&file=3">3</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="matlab/fft/fft_script_ansys_input.m">ansys fft</a>
</td>
<td>150 meter 2d arch bridge with 12 2DOF bogies. 0% damping of both primary and secondary suspension.</td>
</tr>
<tr>
<th class="mid-header" colspan="6" id="full_coach">Full coach</th>
</tr>
<tr>
<td>All DOFs given:
<a href="graphs/ansys_full_coach.html?name=3d_arch_nv_12_full_coach_all_dofs">all DOFs</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/8_full_coach/3d_arch_full_coach_new.inp">full_coach_new</a>
</td>
<td>150 meter 3d arch bridge with 6 full coaches. All DOFs of the full coach are given.</td>
</tr>
<tr>
<td>Compare all DOFs graphs
<a href="graphs/ansys_full_coach_compare.html?name=3d_arch_nv_12_full_coach_all_dofs&fname0=ad2&fname1=am&coachnr=1">ad2 and am</a>
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/8_full_coach/3d_arch_full_coach_new.inp">full_coach_new</a>
</td>
<td>150 meter 3d arch bridge with 6 full coaches. Compare DOF ad2 and am.</td>
</tr>
<tr>
<td>Plot bridge/wheel acceleration of 3D bridge and full coach
<a href="graphs/ansys.html?name=3d_arch_nv_12_full_coach_all_dofs_ab&file=ab">ab</a>
(<a href="http://benjaminkomen.github.io/graphs/fft_ansys.html?folder=3d_arch_nv_12_full_coach_all_dofs_ab&file=ab">fft</a>)
</td>
<td>125</td>
<td>12</td>
<td>50h</td>
<td><a href="ansys/8_full_coach/3d_arch_full_coach_new.inp">full_coach_new</a>
</td>
<td>150 meter 3d arch bridge with 6 full coaches. Plot DOF ab.</td>
</tr>
</tbody>
</table>
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