Comparative Study of Different Linear Analysis for Seismic Resistance of Buildings According to Eurocode 8

Structure design in Europe should strongly follow EN 1998-1 or, so called Eurocode 8 (EC8), for a seismic resistance assessment of structures. Eurocode 8 recommends two linear methods and two nonlinear. The nonlinear methods require some knowledge about the nonlinear behavior of beams and joints in the structure, which makes the linear methods preferable. An alternative method of the seismic loading representation is to use artificial accelerograms with the same or similar spectra as the response spectrum used for modal spectrum analysis. Using an artificial diagram, three approaches in finite element methods exist: explicit time integration, implicit time integration, and modal dynamics. Typical 6-storey steel structure is modeled in finite element method and all linear methods are examined in both horizontal directions. The structure is examined by the modal response spectrum method using sufficient modes as well as with and without the residual mode. The results are compared and conclusions concerning the efficiency and precision of methods are deduced. Time-history loading by accelerograms reveals higher dynamics and stress in the structure response than modal response spectrum and lateral forces methods. The time-history analysis methods have almost no difference in accuracy and the modal dynamics method is the cheapest one.