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The seismic design of most civil structures is usually accomplished using the response spectrum approach or simplified equivalent lateral force methods.
Furthermore, a new method for the determination of the target displacement for tall buildings is proposed using the response spectrum analysis (RSA).
Three archetype buildings (4-, 8-, and 16-story) with BRBFs along one principal direction are designed for seismic effects: (1) once using the equivalent lateral force (ELF) procedure and (2) a second time using the response spectrum analysis (RSA) procedure.
Three archetype buildings (4-, 8-, and 16-story) with EBFs along one principal direction are designed for seismic effects: (1) once using the equivalent lateral force (ELF) procedure and (2) a second time using the response spectrum analysis (RSA) procedure.
Three archetype buildings (4-, 8-, and 16-story) with SCBFs along one principal direction are designed for seismic effects: (1) once using the equivalent lateral force (ELF) procedure and (2) a second time using the response spectrum analysis (RSA) procedure.
The significance of the axial force and the shape of the transverse load time history for the beam-column response is shown using the response spectrum and pressure impulse diagram methods.
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For the demand curves were used the response spectra defined both in EC8 and KTP-N.2-89 to compare the effect of the different response spectra on the evaluation of the performance point of the building.
Acceleration signals were collected and processed using the shock response spectrum and extreme response spectrum methods for transient and stationary events, respectively.
Independent of the approach selected, either displacement or force-based, most of the seismic designs of civil structures are performed using variations of the response spectrum method, where the ground motion is represented as a design response spectrum that is representative of the seismic hazard on the site.
The final part of the technical note is a reinforced concrete (RC) frame analysis subjected to the same set of ground motions used for the response spectra.
4. We considered only horizontal seismic load by using the elastic response spectrum.
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