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  • Users: nimaoy
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  1. nimaoy

    compare 2 pushover curve

    Hi I want to know how we can compare 2 pushover curve, for example after I analysis structure with braces and without braces, how can i conclude and construe which is better? I can find performance point and capacity graph for each, but i do not know which of them is better for seismic design...
  2. nimaoy

    pushovr analysis

    Hi When I carried out pushover analysis, I notice V/W ration at performance point is greater that what I calculated by UBC code. what should i do, should i analysis structure by new V/W that calculated by pushover and performance point ? thank you
  3. nimaoy

    ETABS and Special moment frame

    Hi I want to know that does in ETABS version 9.0.4, the program checks special moment frame regulation only for I section or it can check it for all section type?
  4. nimaoy

    ** spectrum analysis with SAP200 **

    Hi Dear friens, As you know spectrum demand curve is based on 10% probibality on 50 years, but i do not know how can I define 2% probability in 50 years earthquake? anybody can help me?
  5. nimaoy

    **SAP2000 and pushover analysis **

    Hi Dear friends When I carry out push ovre analysis with SAP2000, after looking to pushover curve there is 3 response spectra with Red colours. anybody knows what are they ? Regards
  6. nimaoy

    pushover sample

    I need sap2000 pushover analysis sample. please help me
  7. nimaoy

    estimate soncrete coloumn size for ETABS?

    so, how can I guess P (axial force) before analysis ?
  8. nimaoy

    estimate soncrete coloumn size for ETABS?

    as you know we should first of all estimate column size and after that we can analysis and calculate force and moment, so my question is : first of all and before analysis how we can estimate column size for modeling and analysis in ETABS- for example 30*30 or 40*40 or....?
  9. nimaoy

    estimate soncrete coloumn size for ETABS?

    thank you...but I want to know how can I estimate column size before input the model in ETABS?
  10. nimaoy

    estimate soncrete coloumn size for ETABS?

    Hi Is there any experiment for estimate initial section size of column for modeling concrete structure in ETABS?

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