SEISMIC ANALYSIS

No. IS:1893 part-1 is not implemented in RAM Elements.

Sir,
The reply is good enough to clarify that IS 1893 is not implemented. Thanks.
But if I put the period and acceleration in the excel sheet and save this as IS 1893, will not be good to make use of it.
Also how to do Equivalent Lateral Force method in other codes like IS 1893 code?

Seismic load in RAM Elements is represented by a response spectrum. The acceleration is normalized with respect to gravity. That is, the response spectra curve shows on its vertical axis the maximum acceleration/gravity, and on it's horizontal axis the period of the structure. The Equivalent Lateral Force method is not automated in RAM Elements.

Sir,
Thanks for immediate response.
That means ELF method is not automated for any code. Ned to apply manually the mass at the joints. Is it Correct?

Yes, we have automated lateral ELF Seismic load genrators in STAAD.pro and Ram Structural System, but not in Ram Elements.