Dear Drile,
As you know, I model shearwall as column, but when define it, I could not understand what should I do with length of beams which are connected to the walls. because in this case, the length of beams should prolong!!!
may you please help me about this?
Regards
Dear Drile
How can I define wall as frame section? may you please explain for me how?
for example if I define wall as column, should I define a column insted of wall with that dimension?
help me please
Hi Dear sash
I mean, when we calculate performance point of 2 structure, for example structure A is ( 18 cm, 204 ton) and structure B is (22 cm, 320 ton), what does it mean?
* does it mean structure B is more resistance because it can tolerate more lateral load?
* If the above answer is...
Hi Dear friends
I need to model shear wall for pushover analysis . Does anybody know how can I do it ?
in general, how can I do pushover analysis shear wall structure in or ETABS?
Hi Dear friends
I need to model shear wall for pushover analysis as (equivalent) column in SAP2000 (not in ETABS). Does anybody know how can I do it ?
in general, how can I do pushover analysis shear wall structure in SAP2000 or ETABS?
