Consecutive Time History Analyses
Posted: 28 Sep 2010, 23:46
Hello -
I am fairly new to the use of Seismostruct, and I'm trying to learn if it is possible to run consecutive time history records on my structure. I want to observe the change in response of the damaged structure. So far, I have only been able to accomplish this by inputting one ground motion record that is a compilation of several individual records.
However, this method has the limitation that my records are too long (too many total time steps). I know it's possible to change the time step of the input record, but if it's possible I would like to be able to run consecutive records using the "delay" option in the load curves.
Is this possible? If so, what can I do to resolve these two errors:
"Node Top is already loaded in the x direction. The last load in this direction is cancelled." (This error happens because I try to apply the second earthquake load curve to the same node that I applied the first record, in Applied Loading).
"The end of the time-history stages should be within the loading curves range"
Sorry for the long question. Thanks.
I am fairly new to the use of Seismostruct, and I'm trying to learn if it is possible to run consecutive time history records on my structure. I want to observe the change in response of the damaged structure. So far, I have only been able to accomplish this by inputting one ground motion record that is a compilation of several individual records.
However, this method has the limitation that my records are too long (too many total time steps). I know it's possible to change the time step of the input record, but if it's possible I would like to be able to run consecutive records using the "delay" option in the load curves.
Is this possible? If so, what can I do to resolve these two errors:
"Node Top is already loaded in the x direction. The last load in this direction is cancelled." (This error happens because I try to apply the second earthquake load curve to the same node that I applied the first record, in Applied Loading).
"The end of the time-history stages should be within the loading curves range"
Sorry for the long question. Thanks.