Nov 7, 2013 #1 scarboroughx Civil/Environmental Jan 26, 2007 4 I cann't get any results from this kind of analysis, does any one has solution? thanks
Nov 12, 2013 #2 PicoStruc Structural Nov 29, 2011 272 Recheck which DOF is used for convergence criteria. Upvote 0 Downvote
Nov 14, 2013 Thread starter #3 scarboroughx Civil/Environmental Jan 26, 2007 4 how to do this? for example if I have large deflection along U1 direction, should I set "monitired displacement" DOF to U1 right? how about "load applicationcontrol", should I choose "displacement control" thanks Upvote 0 Downvote
how to do this? for example if I have large deflection along U1 direction, should I set "monitired displacement" DOF to U1 right? how about "load applicationcontrol", should I choose "displacement control" thanks
Nov 15, 2013 #4 johnbridge231 Civil/Environmental Sep 7, 2012 330 Displacement control is more stable in most cases, so you can try that. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html Upvote 0 Downvote
Displacement control is more stable in most cases, so you can try that. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html
Dec 9, 2013 Thread starter #5 scarboroughx Civil/Environmental Jan 26, 2007 4 attached a simple model, but not sure the large deflection analysis results are correct or not, anyone has idea? thanks Upvote 0 Downvote
attached a simple model, but not sure the large deflection analysis results are correct or not, anyone has idea? thanks
