Search found 5881 matches
- Wed Sep 29, 2004 1:16 pm
- Forum: Framework
- Topic: A breakpoint in the run
- Replies: 5
- Views: 7897
- Wed Sep 29, 2004 1:13 pm
- Forum: Framework
- Topic: compiling OpenSees
- Replies: 1
- Views: 3546
your project file seems to have been corrupted. you need to either: 1. download the latest distribution from the web-site. 2. find the project where this link error is occuring. then under the project settings remove the reference to this file. if it is not the opensees project itself look under the...
- Wed Sep 29, 2004 12:25 pm
- Forum: Documentation
- Topic: crash in v1.6.0 when adding an existing element ID
- Replies: 2
- Views: 6607
- Wed Sep 29, 2004 10:43 am
- Forum: OpenSees.exe Users
- Topic: Database - Saving and Restarting Analysis
- Replies: 13
- Views: 13009
Paolo, you can remove elements in OpenSees .. use the remove command .. just make sure you leave no hanging nodes and loads. the reason that MySQL and BerkeleyDB fail is that we do not by default link to them on windows machines (as requires users to go off and install the packages and then set up a...
- Wed Sep 29, 2004 10:38 am
- Forum: OpenSees.exe Users
- Topic: Free Vibration analysis
- Replies: 1
- Views: 1855
you don't want the wipe command (you are probably using the wipeAnalysis command anyway .. just a typo in your message) .. it removes all nodes, elements, constrainys, etc .. use wipeAnalysis instead should work fine otherwise if not happy i suggest you test with a single dof system first .. then te...
- Wed Sep 29, 2004 10:26 am
- Forum: OpenSees.exe Users
- Topic: Mass Participation Factors
- Replies: 1
- Views: 1970
- Mon Sep 06, 2004 7:07 pm
- Forum: Framework
- Topic: New source code of OpenSees v1.6.0
- Replies: 1
- Views: 5407
Peter, The new release is not just for the latest tcl. there are new elements, materials, recorders and a number of bug fixes. The interface for the Element class has not changed (unless the reliability boys have added something since 1.5.2), you can do a diff on the two 2 see if any changes have be...
- Wed Sep 01, 2004 1:01 pm
- Forum: Framework
- Topic: cvs problem
- Replies: 4
- Views: 5268
- Fri Aug 20, 2004 3:00 pm
- Forum: Framework
- Topic: compiling opensees1.5.2
- Replies: 2
- Views: 4454
- Thu Aug 19, 2004 6:44 pm
- Forum: OpenSees.exe Users
- Topic: UniformExcitation warning
- Replies: 1
- Views: 2218
- Wed Aug 18, 2004 12:27 pm
- Forum: Framework
- Topic: where is OPS_stream.h?
- Replies: 2
- Views: 4677
- Tue Aug 17, 2004 3:43 pm
- Forum: OpenSees.exe Users
- Topic: point plasticity element
- Replies: 1
- Views: 2120
as i mentioned .. you need to contact Prof. Greg Deierlein at Stanford University (ggd@stanford.edu) for more information on the element (updatedLagrangianBeamColumn) and it's usage .. we are awaiting the documentation so that we can update the manual.
- Mon Aug 16, 2004 2:20 pm
- Forum: Framework
- Topic: a win32 GUI for Opensees?
- Replies: 9
- Views: 17744
i know at University of Washiington and UC San Diego they are using GID to generate the soil mesh .. you might try contacting Pedro Arduino (just don't mention i sent you!) http://www.ce.washington.edu/~geotech/faculty/arduino.html and here are examples of the meshes they generated at washington: ht...
- Mon Aug 16, 2004 1:57 pm
- Forum: OpenSees.exe Users
- Topic: About plain Pattern - eleLoad commond ??
- Replies: 5
- Views: 4606
- Mon Aug 16, 2004 1:55 pm
- Forum: OpenSees.exe Users
- Topic: About plain Pattern - eleLoad commond ??
- Replies: 5
- Views: 4606
elasticBeamColumn, forceBeamColumn (nonlinearBEamColumn) and dispBeamColumn elements all handle ele loads: syntax for 2d: eleLoad -ele eleTag1? eleTag2? -type -beamUniform Wz? <Wx> eleLoad -ele eleTag1? eleTag2? -type -beamPoint Pz? %x? <Px> were x axis is along the memeber. note: the forceBeamColum...