Search found 4 matches
- Wed Apr 02, 2008 7:43 am
- Forum: OpenSees.exe Users
- Topic: How to model shrinkage effects on composite bridges??
- Replies: 1
- Views: 2239
How to model shrinkage effects on composite bridges??
Dear Silvia, dear all is there in Opensees a way to take into account shrinkage or thermal effects acting on composite sections?I am dealing with concrete slab on steel girders deck and i need to impose a deformation only to the slab. I suppose there is no way if a unique fibre element is used to mo...
- Fri Jan 11, 2008 6:16 am
- Forum: OpenSees.exe Users
- Topic: unsymmetrical fiber section analysis
- Replies: 1
- Views: 2494
unsymmetrical fiber section analysis
Dear Silvia, in order to understand what fiber the section axial deformation is referred to i have applied a unit moment to a unsymmetric r.c. square section with the reinforcement placed only in the upper part. The section axial deformation resulted to be different from the axial deformation of the...
- Tue Dec 25, 2007 11:20 am
- Forum: OpenSees.exe Users
- Topic: Fiber section modelling of a twin girder bridge deck
- Replies: 1
- Views: 2202
Fiber section modelling of a twin girder bridge deck
Dear Silvia, i am trying to model a twin girder bridge deck section using a fiber model. Do i need to define the concrete slab and the steel beams with respect to the center of the mass (which i don't exactly know) or can i define them with respect to a arbitrary reference system?I suppose the secon...
- Mon Sep 17, 2007 11:48 pm
- Forum: OpenSees.exe Users
- Topic: time history analysis on a bridge pier
- Replies: 2
- Views: 4204
time history analysis on a bridge pier
Hello, I am trying to do some time history analysis on a reinforced concrete bridge pier made of fiber section dispbeamcolumn elements at the base and elastic elements at the top and comparing the results with a pushover analysis. Applying at the top of the pier a force which grows in a linear manne...