Nonlinear time history analysis with seismic isolators: Midas Civil Tutorial for Basic Users
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- เผยแพร่เมื่อ 23 ก.ค. 2024
- You can download trial for midas Civil and follow the tutorial at: hubs.ly/H0FQ60F0
This tutorial shows how to perform nonlinear boundary time history analysis with seismic isolators in midas Civil software. The modeling process is omitted, you can download this model at: "product tutorial" section of the official website.
The procedure of the analysis will follow:
1. Define the properties of nonlinear links
2. Input nonlinear links
3. Enter the analysis condition for time history analysis
4. Perform nonlinear time history analysis
5. Check analysis results - วิทยาศาสตร์และเทคโนโลยี
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is this same step for suspension and cable stage bridges ?
Hallo, Sir. Thanks for a nice tutorial, i've got an error messages in my MIDAS CIVIL when I'm performing analysis, that "[WARNING] NUMBER OF RITZ VECTORS IS VERY LAGER, PLEASE REDUCE NUMBER OF RITZ VECTORS !!!". So, how can I fix that problem, Sir? I've reduced number of ritz vectors but it still didn't work at all. Please give me some advice, thank you for your answer before.
Sir I need to download it . Could you you please help me to send the link for downloading midas civil 2022 with cracks . Sir I'm a student I need a free version. Thank you so much.
Respected sir/mam,
I am a student of M.tech structural engineering and I am doing a project on Behaviour of STEEL GIRDER INTEGRAL ABUTMENT BRIDGE under earthquake as a part of curriculum. I have queries regarding the project.
1) I am applying Non-linear time history analysis for that does I have to apply general link at abutment and pier if yes then can you please provide General link data thoroughly?
2)Do I have to apply a rigid link or some other boundary condition between the girder and abutment to define monolithic connection?
Did you find the answer to the above questions?