hi
can u put modal push over analysis of a moment resisting frame with steel members ? no problem how tall it is but please steel moment frame. thanks alot
Search found 2 matches
- Sat Sep 06, 2014 11:19 pm
- Forum: Useful Scripts.
- Topic: Modal Push Over Analysis
- Replies: 20
- Views: 52994
- Fri Sep 05, 2014 11:03 pm
- Forum: OpenSees.exe Users
- Topic: different push over load patters in opensees
- Replies: 1
- Views: 618
different push over load patters in opensees
hi
i am a newcomer here
in push over we use different load patterns like uniform distributed load pattern or triangular or first mode load pattern;
in opensees how we can define this load patterns?
for example
is this the uniform one? and can u put the others?
pattern Plain 2 "Linear" {
# Create nodal loads at nodes 3 & 4
# nd FX FY MZ
load 3 $H 0.0 0.0
load 4 $H 0.0 0.0
}
i am a newcomer here
in push over we use different load patterns like uniform distributed load pattern or triangular or first mode load pattern;
in opensees how we can define this load patterns?
for example
is this the uniform one? and can u put the others?
pattern Plain 2 "Linear" {
# Create nodal loads at nodes 3 & 4
# nd FX FY MZ
load 3 $H 0.0 0.0
load 4 $H 0.0 0.0
}