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Conclusions and Recommendations

  • Andreas J. KapposEmail author
  • Tatjana Isaković
Chapter
Part of the Geotechnical, Geological and Earthquake Engineering book series (GGEE, volume 21)

Abstract

The key conclusions regarding the range of applicability and the relative performance of the analytical assessment methods presented in the book are summarised, and some specific recommendations are made regarding the selection of analytical model and analysis method in a practical context.

Keywords

Mode Shape High Mode Seismic Intensity Bridge Model Inelastic Response 
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.

Reference

  1. Isaković T, Fischinger M, Kante P (2003) Bridges: when is single mode seismic analysis adequate? Struct Build 156(SB2):165–173CrossRefGoogle Scholar

Copyright information

© Springer Netherlands 2012

Authors and Affiliations

  1. 1.Department of Civil EngineeringAristotle University of ThessalonikiThessalonikiGreece
  2. 2.Faculty of Civil and Geodetic EngineeringUniversity of LjubljanaLjubljanaSlovenia

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