I want to add loads in X direction and Y direction at one point at the same time. The load in X direction is displacement control, and the load in Y direction is load control. But I don't know which command has this function.
Search found 6 matches
- Sun Nov 29, 2020 4:50 am
- Forum: OpenSees.exe Users
- Topic: How to load in two direction at one point simultaneously?
- Replies: 0
- Views: 585
How to load in two direction at one point simultaneously?
Dear All,
I want to add loads in X direction and Y direction at one point at the same time. The load in X direction is displacement control, and the load in Y direction is load control. But I don't know which command has this function.
I want to add loads in X direction and Y direction at one point at the same time. The load in X direction is displacement control, and the load in Y direction is load control. But I don't know which command has this function.
- Sun Nov 29, 2020 4:37 am
- Forum: OpenSees.exe Users
- Topic: BeamColumnJoint (BCJ) element in 3D structure
- Replies: 1
- Views: 342
Re: BeamColumnJoint (BCJ) element in 3D structure
Have you solved this problem？
- Sat Jun 16, 2018 12:02 am
- Forum: OpenSees.exe Users
- Topic: Problem when using Joint2D element
- Replies: 1
- Views: 407
Problem when using Joint2D element
Dear all,
I have used Joint2D element in 6-story frame for interior and exterior joints, but opensees shows a quite small value for its fundamental T (about 0.05s). I have checked my tcl, but I dont know why the T is that small!
I have used Joint2D element in 6-story frame for interior and exterior joints, but opensees shows a quite small value for its fundamental T (about 0.05s). I have checked my tcl, but I dont know why the T is that small!
- Fri Jun 15, 2018 6:58 am
- Forum: OpenSees.exe Users
- Topic: A problem about ZeroLengthSection Element
- Replies: 3
- Views: 1336
Re: A problem about ZeroLengthSection Element
I find that it is hard to analysis by Displacement-controlled integrator when using ZeroLength Section Model.
- Tue Aug 29, 2017 3:28 am
- Forum: OpenSees.exe Users
- Topic: Geometric Transformation and second-order P-Delta effects
- Replies: 1
- Views: 547
Geometric Transformation and second-order P-Delta effects
Dear all, does the Linear transformation consider the second-order P-Delta effects?
- Wed Apr 26, 2017 12:55 am
- Forum: OpenSees.exe Users
- Topic: Displacement control at two nodes at the same time
- Replies: 2
- Views: 684
Displacement control at two nodes at the same time
Dear All, I want to make a Static Reversed-Cyclic analysis on beam-column subassemblage, but with different displacement history in two different nodes, I want to make a displacement control of this two nodes at the same time. I have used the "timeSeries Path command" , but at last I did not get the...