Search found 4 matches

by aldoshoalv
Tue Oct 22, 2019 2:39 pm
Forum: OpenSees.exe Users
Topic: How do I change the releases of a beam element in a Staged Construction Analysis?
Replies: 0
Views: 2000

How do I change the releases of a beam element in a Staged Construction Analysis?

Hi everybody, I am trying to model a precast concrete structure that needs to be analyzed in two stages. In the first of them, the structure has its beams simply supported at the ends by the columns. Then, when the concrete is poured into the node, the node will emulate a monolithic connection betwe...
by aldoshoalv
Thu Apr 11, 2019 1:41 pm
Forum: OpenSees.exe Users
Topic: Problems with a 3D model using ZeroLengthSections
Replies: 1
Views: 2410

Problems with a 3D model using ZeroLengthSections

Hi everybody, I am trying to model a 3D structure with ZeroLengthSection and BeamColumnJoint elements, to do so, I am firstly building a simple frame in the XZ plane. When I run the analysis, the solver fails to solve the equation system. I am using the FullGeneral system and a Plain numberer to che...
by aldoshoalv
Wed Apr 10, 2019 10:39 am
Forum: OpenSees.exe Users
Topic: BeamColumnJoint (BCJ) element in 3D structure
Replies: 1
Views: 2334

BeamColumnJoint (BCJ) element in 3D structure

Hi everybody!,

I do not know the correct way to use the BCJ element in a 3D structure. I have been trying with two elements in each direction (both elements sharing the column nodes) but I am not sure if I am using it right.

Thank you in advance!
by aldoshoalv
Mon Mar 25, 2019 3:07 pm
Forum: OpenSees.exe Users
Topic: BARSLIP Material
Replies: 1
Views: 2560

BARSLIP Material

Hi everybody! I am trying to simulate the behaviour of a beam column joint between precast concrete elements for my master thesis. In the OpenSees wiki states that one can specify the units of the material; about this, if I am using MPa, should I use meters for the lengths? Or shall I consider MPa a...