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...
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...
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...
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)...
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...
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
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...
