i`m trying to get the time hystory function for ETABS input.
However i`m having a trouble how to get it from NGA WEST site.
i just don`t understand how to get the function to etabs file.
Would you guys helping me?
best regards
Hello,
I`ve a 10 storey building with 1 + 1/2 basement ( i called that because the top basement just half embeded).
the total embeded height is about 4.5 meter.
i used prestressed driven piles for tower foundation, i`m also put some bored piles in foundation slabs to restrain flood load (some...
hi guys,
i`m using the boussiqnesq method for stress distribution on both case.
i`m familiar with hand calculation of settlement analysis of shallow foundation, but for the deep foundation, it`s different story.
thank you for all your feedbacks,
i`m really appreciate it
i tried using settle 3D software.
usually, the geotech engineer gives the second result (the distributed one) from previous projects.
is there any suggestion how to make a proper model?
Hi there,
I`m actually a structural engineering, trying to understand how to get a proper model of 10 storey building on analyzing settlement.
i`m use pile caps and tie beams as the foundation, the top of pile caps is just the same as the foundation slabs.
i`m getting confuse about the proper...
thanks JAE & KootK.
You`ve got the point about beam hinges moment frame. I just doubt that the wall and beam combination could be considered as special moment frame instead of dual system (walls + frame).
I`ve applied earthquake load in orthogonal direction + rendundancy factor (1.3) + Vertical...
Hello,
I`ve got a project that only allow me to put some shear walls in one direction (say Y direction).
My intension is to design the building as dual system in Y direction, but special moment frame in X direction, despite some girders connected to shearwall`s weak axis. Is that legit to...
i just install my etabs version 9.74 but when i open it, some text don`t fit in the message box so i cant see it clearly.
so anybody know how to fix it?
i can`t see the option because the text is merged by the box
