Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Civil Engineering Resource (https://forum.civilea.com/forum-1.html) +--- Forum: Civil Engineering Documents (https://forum.civilea.com/forum-89.html) +---- Forum: Calculation Notes & Analysis Files (https://forum.civilea.com/forum-80.html) +---- Thread: Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) (/thread-10525.html) |
Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - Audi - 04-09-2010 Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial)
probably it\'s very strong frame, i can\'t push it, please let me know that how can i push it? please inform me , if anything wrong, best regards Code: *************************************** RE: Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - kowheng - 04-09-2010 Mirror Link: Code: *************************************** RE: Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - anez_regar - 04-27-2010 hey Audi, did u solve it? i dont get what any problem there. are u going to pushover that frame or what? RE: Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - Audi - 04-27-2010 this frame has a really huge capacity,(because need a define mass every story) if you define masses every story, you can see real capacity for this frame, you can use my excel sheet for seeing capacity, (pushover perforrmnace point v.1.0) you can see above figure that this frame behavior= linear behavior you can define mass 150 , 200, 200 .. for each story kindly regards for your interest RE: Nonlinear TH Analysis with the aid of SAP2000 V14.1 (Trial) - NAUTILUS87 - 05-14-2010 Code: *************************************** |