Nonlinear time history analysis with seismic isolators: Midas Civil Tutorial for Basic Users

  Рет қаралды 16,036

[ MIDAS ] Simulation of Success

[ MIDAS ] Simulation of Success

Күн бұрын

Пікірлер: 6
@midasITCivil
@midasITCivil 3 жыл бұрын
Visit our midas Bridge blog and find more webinars!: hubs.ly/H0FLVT_0
@muhammadhasan9702
@muhammadhasan9702 9 жыл бұрын
is this same step for suspension and cable stage bridges ?
@amirahzakiyyah3880
@amirahzakiyyah3880 3 жыл бұрын
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.
@incredibleworld3715
@incredibleworld3715 2 жыл бұрын
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.
@prashantnandpal7513
@prashantnandpal7513 3 жыл бұрын
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?
@fatydany4207
@fatydany4207 2 жыл бұрын
Did you find the answer to the above questions?
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