Abstract

Abstract The paper presents the comparative analyses in terms of dynamic behavior of two scenarios of an RC frame structural system for a duplex house situated in Neamt, Romania a seismic zone with PGA 0.25g. The study shows the structural behavior in terms of vibration modes, horizontal displacements and efforts. The conclusions offer the best argument to chose the preferred structural system by owner.

Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call