Search found 5866 matches

by fmk
Wed Sep 29, 2004 1:16 pm
Forum: Framework
Topic: A breakpoint in the run
Replies: 5
Views: 5414

you probably have a memory problem .. check the pointers and arrays in your code .. somewhere you are accessing memory that does not belong to you.
by fmk
Wed Sep 29, 2004 1:13 pm
Forum: Framework
Topic: compiling OpenSees
Replies: 1
Views: 3082

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...
by fmk
Wed Sep 29, 2004 12:25 pm
Forum: Documentation
Topic: crash in v1.6.0 when adding an existing element ID
Replies: 2
Views: 4747

it's not a bug .. it's a problem with your i/p file as previous post suggests .. element, node and load pattern id's must be unique.
by fmk
Wed Sep 29, 2004 10:43 am
Forum: OpenSees.exe Users
Topic: Database - Saving and Restarting Analysis
Replies: 13
Views: 7824

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...
by fmk
Wed Sep 29, 2004 10:38 am
Forum: OpenSees.exe Users
Topic: Free Vibration analysis
Replies: 1
Views: 1601

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...
by fmk
Wed Sep 29, 2004 10:26 am
Forum: OpenSees.exe Users
Topic: Mass Participation Factors
Replies: 1
Views: 1714

no there is nothing there at present .. we don't do modal analysis.
by fmk
Mon Sep 06, 2004 7:07 pm
Forum: Framework
Topic: New source code of OpenSees v1.6.0
Replies: 1
Views: 3865

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...
by fmk
Wed Sep 01, 2004 1:01 pm
Forum: Framework
Topic: cvs problem
Replies: 4
Views: 4097

berk,

happens when i add a new directory and forget to change the group permissions ..
should be fixed now.
by fmk
Fri Aug 20, 2004 3:00 pm
Forum: Framework
Topic: compiling opensees1.5.2
Replies: 2
Views: 3882

looks like the problem is mysql .. suggest you go get the latest stable version of mysql ..
place it in /usr/local/mysql .. and compile and link using the new mysql include and lib
files.
by fmk
Thu Aug 19, 2004 6:44 pm
Forum: OpenSees.exe Users
Topic: UniformExcitation warning
Replies: 1
Views: 1930

don't worry about this message for UniformExcitations .. i will remove this warning message ..
you should worry about this kind of message if you use multi-support exciattaions.
by fmk
Wed Aug 18, 2004 12:27 pm
Forum: Framework
Topic: where is OPS_stream.h?
Replies: 2
Views: 4059

it is in the OpenSees/SRC/handler directory.
by fmk
Tue Aug 17, 2004 3:43 pm
Forum: OpenSees.exe Users
Topic: point plasticity element
Replies: 1
Views: 1844

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.
by fmk
Mon Aug 16, 2004 2:20 pm
Forum: Framework
Topic: a win32 GUI for Opensees?
Replies: 9
Views: 12426

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...
by fmk
Mon Aug 16, 2004 1:57 pm
Forum: OpenSees.exe Users
Topic: About plain Pattern - eleLoad commond ??
Replies: 5
Views: 4073

ps. post a message in the documentation part so the person responsible for the documentation knows about the need for this info.
by fmk
Mon Aug 16, 2004 1:55 pm
Forum: OpenSees.exe Users
Topic: About plain Pattern - eleLoad commond ??
Replies: 5
Views: 4073

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...