push-over doubts
Posted: 16 Feb 2015, 22:36
Dear Seismo,
I need to do a pushover analysis of a R.C. arch bridge. My question is, to do a pushover analysis with horizontal load proporzional to masses, there is not a way to do it without putting incremental loads? Because I need that the loads automatically are disposed proporzional to masses (external and of the same bridge). Thanks, Chiara
I need to do a pushover analysis of a R.C. arch bridge. My question is, to do a pushover analysis with horizontal load proporzional to masses, there is not a way to do it without putting incremental loads? Because I need that the loads automatically are disposed proporzional to masses (external and of the same bridge). Thanks, Chiara