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Modeling Critical Ground-Motion Sequences for Inelastic Structures

  • Izuru Takewaki
  • Abbas Moustafa
  • Kohei Fujita
Chapter
Part of the Springer Series in Reliability Engineering book series (RELIABILITY)

Abstract

Earthquake loads are usually specified as inputs to engineering structures using the seismic coefficient method, the response or hazard spectra of the site, or in terms of the time history of the ground acceleration. On the other hand, the nonlinear time history analysis is compulsory in cases of important structures, critical facilities, structures having irregularities in plan or elevation, structures designed for high ductility levels, structures in which higher modes can get excited, and special structures containing seismic isolation or energy dissipation devices. This is because the time history analysis provides the most accurate means for dynamic analysis of structures.

Keywords

Ground Motion Peak Ground Acceleration Ground Acceleration Damage Index Envelope Function 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag London 2013

Authors and Affiliations

  • Izuru Takewaki
    • 1
  • Abbas Moustafa
    • 2
  • Kohei Fujita
    • 1
  1. 1.Department of Architecture and Architectural EngineeringKyoto UniversityKyotoJapan
  2. 2.Department of Civil EngineeringMinia UniversityMiniaEgypt

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