Thank you for posting this idea. Am I right in thinking that the suggestion is to extend the current response spectrum routine provided for Eurocode 8 to include the torsional effects due to the eccentricity of the loads from the centre of geometry similar to that provided for other design codes such as IS1893, IBC/ASCE7? .
Thank you for posting this idea. Am I right in thinking that the suggestion is to extend the current response spectrum routine provided for Eurocode 8 to include the torsional effects due to the eccentricity of the loads from the centre of geometry similar to that provided for other design codes such as IS1893, IBC/ASCE7? .