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Bridge Insight : New Development in Long Span Arch Bridges
When a load is repeated thousands/ millions of times, fatigue failure might control the design. In the previous ‘How I Design Bridge’ session, we discussed the importance of fatigue assessment and why we got the results of stress from Time History Analysis.
This training will verify the way to define the time historical data and apply them to the bridge, and will teach how to check results from time history analysis. We will also explain in detail the differences between various options that can be used in the time historical analysis process.
We hope this session helps all of engineers who are interested in Dynamic analysis.
Introduction
Watch and Follow : Perform the Time History Analysis
We will take a look at vibration analysis including natural frequencies and period. In the following sessions, you can learn how to perform time history analysis in order to view displacements, velocity, and acceleration of the elements.
Question & Answer
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
Key Point 1: What to consider in the dynamic behavior of the bridge
In dynamic analysis, there are many things that we need to check such as the magnitude of loads, the speed of loading, the frequency of loading, and so on. We will perform dynamic analysis and see the dynamic response of the structure.
Key Point 2: How to define the time history analysis data
We will follow three steps for time history analysis data.
1. Time Forcing Functions. 2. Time History Load Cases. 3. Dynamic Nodal Loads.
Let’s learn things to do in the steps.
Key Point 3: How to check time history analysis results
midas Civil provides a lot of useful post-processing results functions to see time history analysis results. We will follow several steps to get the stress and deformation graphs along the time.
Technical Planning Manager | MIDAS IT
Msc.Civil and Structural Engineering
Technical Planning Manager | MIDAS IT
Msc.Civil and Structural Engineering
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1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16GB USB-flash drive will be provided to the one who submit the survey.
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