Computing input energy response of MDOF systems to actual ground motions based on modal contributions

Uçar T.

EARTHQUAKES AND STRUCTURES, vol.18, no.2, pp.263-273, 2020 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 18 Issue: 2
  • Publication Date: 2020
  • Doi Number: 10.12989/eas.2020.18.2.263
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aquatic Science & Fisheries Abstracts (ASFA), Compendex, Civil Engineering Abstracts
  • Page Numbers: pp.263-273
  • Keywords: input energy response history, time history analysis, MDOF system, nth-mode SDOF system, fundamental mode, DESIGN, SPECTRA, DEMAND, PREDICTION, DISSIPATION, METHODOLOGY, BUILDINGS, TALL
  • Dokuz Eylül University Affiliated: Yes


The use of energy concepts in seismic analysis and design of structures requires the understanding of the input energy response of multi-degree-of-freedom (MDOF) systems subjected to strong ground motions. For design purposes and non-time consuming analysis, however, it would be beneficial to associate the input energy response of MDOF systems with those of single-degree-of-freedom (SDOF) systems. In this paper, the theoretical formulation of energy input to MDOF systems is developed on the basis that only a particular portion of the total mass distributed among floor levels is effective in the nth-mode response. The input energy response histories of several reinforced concrete frames subjected to a set of eleven horizontal acceleration histories selected from actual recorded events and scaled in time domain are obtained. The contribution of the fundamental mode to the total input energy response of MDOF frames is demonstrated both graphically and numerically. The input energy of the fundamental mode is found to be a good indicator of the total energy input to two-dimensional regular MDOF structures. The numerical results computed by the proposed formulation are verified with relative input energy time histories directly computed from linear time history analysis. Finally, the elastic input energies are compared with those computed from time history analysis of nonlinear MDOF systems.