Seismosoft | Earthquake Engineering Solutions

Is it possible to model concrete beam sections (rectangular) with FRP laminet layer under it? plaease kindley tell me wich section type must be used and how.

Thanks

Is selfweight of elements of structure (e.g. beams and columns) and
extera mass that define by user in section definition, automatically convert to mx,my,mz and rotational masses? or only mz is considered by program?

Thanks

<t>Thanks for your nice and usefull program. Please take a look at a capability to running program in batch mode via such a thing similar to this:<br/>
seismostruct.exe <inputfile.txt> /auto<br/>
<br/>
and then SeisomStruct read input file and fill modules automatically, then runs and reports ...

<t>I mean applying two perpendicular components of earthquake simultaneously to base of structure and study global response of it via incremental dynamics analysis.<br/>
<br/>
In help system and in IDA section, an emphasis of X direction is made so I supposed that only uni-directional incremental ...

Is It Possible to conduct Multi Components Incremental Dynamics Analysis in SeismoStruct?