# AISC 360 vs AISC 341

I have been trying to determine the response coefficients for seismic analysis of Non building structures in ASCE 7-10 and found that the value of R, the response coefficient, is larger in case steel connections are detailed using AISC-341 than AISC-360, this would imply a larger design load in case of AISC 341 than AISC 360.

So basically,

AISC 341 -> Large seismic design load
AISC 360 -> Smaller seismic design load


Does that imply AISC 341 design results in a more conservative steel connection than AISC 360 or is there a difference in steel design philosophy?