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  1. wisnu666

    Modelling Frame Shear Wall

    hi guys, i was trying modelling Shear Wall-with abaqus. but i found a problem here. firstly, please see my model attachment image the problem is, the moment output SM1 of beam in front of the wall is too small. as far as we know, the beam moment near the wall, should be quite high. i have...
  2. wisnu666

    Does SAP2000 account its shear deformation in Shear Wall Analysis?

    @JoshPlum so, i am modelling a one story of free standing shear wall. 3 models shear wall, same height, same force that i applied, but with variant length (the concept is squat wall, as we know squat wall is dominated by shear deformation). the idea is to know : 1. does sap2000 calculate...
  3. wisnu666

    Does SAP2000 account its shear deformation in Shear Wall Analysis?

    @JoshPlum Really thanks for your explanation btw :) that's make sense for me. about your question, i modelled a shear wall, 2D Analysis. shear deformation that i mean is in plane deformation. i already modelled the shear wall with refine mesh. 2D modelled. seems the SAP2000 Shear Wall...
  4. wisnu666

    Does SAP2000 account its shear deformation in Shear Wall Analysis?

    Hello guys. Firstly, i am trying to verify about shear wall analysis that SAP2000 or ETABS did with manual calculation method suggested by Kiyoshi Muto. As we know that Shear Wall has two deformation shape, By flexure and By shear. so, if we calculate the deformation theoretically, by summing...
  5. wisnu666

    ETABS Dynamic Analysis Mode 1 translation, Mode 2 Rotation, Mode 3 Translation

    the 3 first mode result Mode/ Period/ UX/ UY/ UZ 1/ 1.525007 / 56.4795/ 0.0007/ 0 2/ 1.361121 / 0.4548/ 0.5129/ 0 3/ 1.31204/ 0.0014/ 57.1468/ 0
  6. wisnu666

    ETABS Dynamic Analysis Mode 1 translation, Mode 2 Rotation, Mode 3 Translation

    Hei guys :) I have a bit problem here. I analyzed 8 stories building (include basement and ground water tank). But i have a problem in mode shape when i analyzed in dynamic. The right result should be mode 1 and mode 2 are translation. But i am facing a problem where mode 1 translation and mode...
  7. wisnu666

    The different assigning load area Uniform (shell) and uniform to frame (shell) SAP2000

    thankyou so much darkjmf1!! :D hopefully we can discuss more about something like this. really helpfull!
  8. wisnu666

    The different assigning load area Uniform (shell) and uniform to frame (shell) SAP2000

    ohhh i see i understand. thankyou for your explanation darkjmf1. thanks a lot. this is for my undergraduate thesis, to compare slab moment by using code and finite element analysis. really helpful with your concept explanation.:D btw, one more question, since i modelled my beam and slab as...
  9. wisnu666

    The different assigning load area Uniform (shell) and uniform to frame (shell) SAP2000

    or, if i want to calculate the frame moment that support a slab, i just use uniform to frame as loading assign? so i conclude, to know the slab moment, just use uniform (shell) load assign. if i want to know frame moment thar support a slab i just use uniform to frame (shell) load assign? is...
  10. wisnu666

    The different assigning load area Uniform (shell) and uniform to frame (shell) SAP2000

    thanks darkjmf1 for your explanation. but i confuse when i show the frame moment with uniform load. is that moment is a result from tributary load when assign the area load with uniform load, or it just the moment of frame itself? (moment from their weight self) beside that it shows, the slab...
  11. wisnu666

    The different assigning load area Uniform (shell) and uniform to frame (shell) SAP2000

    guys, i have a question. i still dont know what is the different between assign load area in uniform (shell) and uniform to frame (shell). can you guys explain me the different? maybe in value? or can you guys tell me about the concept of loading uniform (shell) and uniform to frame (Shell)...
  12. wisnu666

    SAP2000 shell element slab output is bigger than manual one (with ACI moment coefficient table)

    i have a question im modelling nine panel slab with edge beam on each side of panel. i analyzed it with shell element quadrilateral with 0,3 x 0,3 metre meshing. the results from SAP2000 is bigger than manual one. my sap2000 tutorial book said that it can be happened. but the book didnt know...
  13. wisnu666

    Shell Moment Output

    Hi guys, anyone know how to show bending moment ouput from shell element in sap2000? i just got confused... i just drag my mouse over the node to see the value :( is there any way to show moment ouput in a distance that i desire? thanks in advance
  14. wisnu666

    Modelling Multi Panel Slab Concrete with Shell Element

    @Mustaine3 thanks for your advice. ill check now :)
  15. wisnu666

    Modelling Multi Panel Slab Concrete with Shell Element

    anyone can assist me?
  16. wisnu666

    Modelling Multi Panel Slab Concrete with Shell Element

    hi guys, seems that i need all of your help im on my study in finishing my under graduate final project. my study is about concrete slab element moment in multi panel. the panel that i modelled is like this...

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