Hi !
I've done a push over analysis on a xlam structure formed by 3 floors. I've applied two action groups: one for the modal deformation and the other one proportional to masses. I obtained two push over curves. The first one has low resistance (F max is lower= 382 kN)but it has more ductility...
Hello! I'm modeling an xlam wall with push over analysis. I've to implement the friction between soil and wall through a friction isolator. I've followed this procedure :
1 creation of a new link 'friction isolator' with u1 and u2 non linear degrees of freedom
2 I use an high stiffness for u1...
Hello,
I've to model an xlam wall. This one is divided into two walls: first plane wall (2.95 m) and second plane wall (2.95 m). These walls are connected with non linear multiplastic link (hold downs and angle brackets). There is a problem: when I draw the wall above, Sap2000 merges this one...
Hi guys,
I've to do a "force controlled" push over analysis on a wood wall with sap2000. How can i do this? I am able to use "displacement controlled" analysis but not force controlled. I want to increase my top force until the wall is in crisis and the links reach their respective ultimate...
