I NLD OF RC BUILDING FRAME USING FEMA356 HINGE....BUT WHEN I CHANGE THE MAIN REINFORCEMENT IN COLUMNS THE RESPONE OF TOP NODE 15 WITH TIME IS NOT CHANGING....CAN ANYONE EXPLAIN...PLEASE...I AM ADDING THE SAP FILE.........CAN ANY ONE ASSURE ME THAT I AM USING THE ACTUAL PROCEDURE.....
I AM TRYING TO DO NLTH ANALYSIS OF CONCRETE BUILDING FRAME....I HAVE CHOOSEN A 2D FRAME....AND ANLYSE IT FOR A ARBITARY GROUND MOTION.....BUT BOTH LINEAR AND NONLINEAR ANALYSIS GIVES EXACTLY THE SAME RESULT....I CAN NOT UNDERSTAND WHY IT IS HAPPENING....I HAVE UPLODED THE FILES...PLEASE GIVE ME...
CAN ANYONE HELP ME WITH A COMPLETE NONLINEAR DYNAMIC ANALYSIS FILE IN SAP2000 V14....RC BUILDING FRAME ....PLEASE.....I WANT TO VERIFY THE PROCEDURE I HAVE FOLLOWED...PLEASE HELP ME...
attach file....
please help me.....how can i get the nonlinear moment rotation relationship....http://files.engineering.com/getfile.aspx?folder=de269753-b59e-4e86-af09-1718e197550c&file=SAP.rar
I did a nonlinear time history analysis in sap2000 of a 2D frame with a sign function and arbitrary loading....i got output where moment vs rotation of any element is coming linear ......i am attaching the file ....please help me what the wrong thing i am doing?????it would be helpful if anyone...
