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  • Users: Alirezai
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  1. Alirezai

    Column and Shear wall

    twinnell, I prefer your method and I myself do it like that. How do you design your frame to be able to resist 25% of earthquake force?
  2. Alirezai

    Column and Shear wall

    I'm sorry Ucfse! Since I didn't know the website good enough I posted it times. First I send it to somewhere else but someone told me it should be post to another forum. sorry again.
  3. Alirezai

    Shear Wall Modeling. Which one is Correct?

    thanks Qshake, So you dont model the column?
  4. Alirezai

    Column and Shear wall

    thanks to all What will happen if we delete the Column? and what will we get if model the column and design it ? I think in this situation column act as a part of wall.
  5. Alirezai

    Column and Shear wall

    I want to know if we model the wall between the columns, attached to them, should we delete the columns or not (I mean in reality are the columns exist in the system?) Some believe they can be exist and design them as a column but I cant accept this idea because I think the Connection between...
  6. Alirezai

    Shear Wall Modeling. Which one is Correct?

    I want to know if we model the wall between the columns, attached to them, should we delete the columns or not (I mean in reality are the columns exist in the system?) Some believe they can be exist and design them as a column but I cant accept this idea because I think the Connection between...
  7. Alirezai

    Shear wall modeling: Which one is correct?

    I want to know if we model the wall between the columns, attached to them, should we delete the columns or not (I mean in reality are the columns exist in the system?) Some believe they can be exist and design them as a column but I cant accept this idea because I think the Connection between...
  8. Alirezai

    Response Spectrum Analysis & its resullts

    Hi, When we use the Response Spectrum analysis, because of the mode combination methods (CQC, SRSS) all the results such as forces and moments have the same sign and all are positive. My question is how we can find out which one is positive and which is negative? Which one is tension force and...
  9. Alirezai

    Responce Spectrum Analysis and its results

    hi, when we use the Responce Spectrum analysis, because of the mode combination methods (CQC, SRSS) all the results such as forces and moments have the same sign and all are positive. my question is how we can find out which one is positive and which is negative? which one is tension force and...
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