dynamic time-history analysis

[casey shen]

'unable to apply the entire permanent load,analysis terminated' appeared when I performed a dynamic time-history analysis. please tell me what is wrong,thank you!

[seismosoft]

As the message says, the program was unable to apply the permanent loads to the structure, which obviously implies that either the loads introduced are excessively large, or the structure is too weak. We suggest you to verify and study your model with care, carrying out some basic hand calculations (e.g. compute by hand the flexural capacity of the beams and check if it is enough to withstand the loads you are applying) to make sure that all is as it should be.

SeismoSoft Support