xnyzhangshulu
Structural
Hello, everyone.
Do you use nonlinear layered shell elements (included in SAP2000 V14) to do nonlinear static analysis?
When I use displacement control, I always face a warning, which says like:
THE MONITORED DISPLACEMENT IS ZERO FOR
CASE: ACASE1
AT STEP 1, SUBSEQUENT RESULTS WILL NOT BE AVAILABLE
I don't know why, could you help me to solve it? The original model file is attached. Any comments will be appreciated.
Do you use nonlinear layered shell elements (included in SAP2000 V14) to do nonlinear static analysis?
When I use displacement control, I always face a warning, which says like:
THE MONITORED DISPLACEMENT IS ZERO FOR
CASE: ACASE1
AT STEP 1, SUBSEQUENT RESULTS WILL NOT BE AVAILABLE
I don't know why, could you help me to solve it? The original model file is attached. Any comments will be appreciated.