<abstract xmlns="http://www.w3.org/1999/xhtml">The current paper studies the effect of superior eigen-modes on the seismic response for a series of reinforced concrete structures having eigen-periods near code control periods. Although the structural design is based on Romanian seismic design codes (“P100-1/2013 - Seismic design code - Part 1 - Design provisions for buildings” and “SR-EN 1998/2004 - Design of structures for earthquake resistance”), it carries some importance for other countries with similar seismic design spectra.A total of twenty-four models for structures were considered by varying their location (through control period values), three-dimensional regularity, overall dimensions and height regime.Results were compared and conclusions were drawn based on percentage values of relative displacements (storey drifts) and base shear forces.</abstract>

The current paper studies the effect of superior eigen-modes on the seismic response for a series of reinforced concrete structures having eigen-periods near code control periods. Although the structural design is based on Romanian seismic design codes (“P100-1/2013 - Seismic design code - Part 1 - Design provisions for buildings” and “SR-EN 1998/2004 - Design of structures for earthquake resistance”), it carries some importance for other countries with similar seismic design spectra.A total of twenty-four models for structures were considered by varying their location (through control period values), three-dimensional regularity, overall dimensions and height regime.Results were compared and conclusions were drawn based on percentage values of relative displacements (storey drifts) and base shear forces.

Influence of Superior Vibration Modes on the Seismic Response of Reinforced Concrete Structures with Eigen-Periods Near Code Control Periods

Technical University of Civil Engineering Bucharest

Romanian Journal of Transport Infrastructure

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

The current paper studies the effect of superior eigen-modes on the seismic response for a series of reinforced concrete structures having eigen-periods near...

Influence of Superior Vibration Modes on the Seismic Response of Reinforced Concrete Structures with Eigen-Periods Near Code Control Periods

Online veröffentlicht: 10. Dez. 2020

Seitenbereich: 108 - 122

DOI: https://doi.org/10.2478/rjti-2020-0007

Schlüsselwörter
Reinforced Concrete Structures, Superior Eigen-Modes, Control Periods

© 2020 Savu Adrian-Alexandru, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Influence of Superior Vibration Modes on the Seismic Response of Reinforced Concrete Structures with Eigen-Periods Near Code Control Periods

Online veröffentlicht: 10. Dez. 2020

Seitenbereich: 108 - 122

DOI: https://doi.org/10.2478/rjti-2020-0007

SchlüsselwörterReinforced Concrete Structures, Superior Eigen-Modes, Control Periods

© 2020 Savu Adrian-Alexandru, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Schlüsselwörter
Reinforced Concrete Structures, Superior Eigen-Modes, Control Periods