ABAQUS Step-By-Step Frame under cyclic dispacement load

[@shadymostafa9375]

I have dealed with two loads types one is concentrated on column and the other is cyclic on beam and I want to ask how represent them shall I define them for two deferent steps and if i do that what the time shall be given to the column gravity load or combine the two load types in on step?

[@gaetannguepi7546]

Thanks

[@nguyenanht.3066]

Why U1 = 0.09? Could you explain detail this problem, please?

[@tjvijay1301]

Dear Yang
How many hours it took to complete the analysis

[@yanggreen2984]

It took less than 1 h. bcz the element nubmber was not large.

[@mahsabfch4101]

Dear Yang,
Would you please tell me how to model a 3D steel-concrete frame within cbf and ebf bracing system?

[@nabarundey9554]

Respected sir,
May I get the CAE file.

[@xplore_]

I write to the email and address not found. can I have a new address

[@hazemismaeel1488]

Dear Yang
Could yo please send me the CAE file
Thank you in advance

[@delamu09]

Hello sir,
Can you please tell me how to find out Base shear in abaqus

[@yanggreen2984]

Sorry, I dont actually understand your question? Base shear??

[@delamu09]

@@yanggreen2984 actually sir I want to find out Base Shear (Vb) of a single storey building under seismic load

[@bhairavthakur869]

Dear Yang
Could yo please send me the CAE file
related to reinforced concrete structure.
Thank you

[@yanggreen2984]

email address.

[@nabarundey9554]

@@yanggreen2984 Sir I also need the Cae file

[@yanggreen2984]

@@nabarundey9554Please contact me by email

[@pratikgoel2996]

please give your email