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Challenges Towards Achieving Earthquake Resilience Through Performance-Based Earthquake Engineering Read chapter Read first chapter

2014 | OriginalPaper | Chapter

21. Performance Based Earthquake-Resistant Design: Migrating Towards Nonlinear Models and Probabilistic Framework

Authors : Adnan Ibrahimbegovic, Luc Davenne, Damijan Markovic, Norberto Dominguez

Published in: Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Publisher: Springer Netherlands

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Abstract

In this work we present our recent works that follow two modern tendencies in modelling and design of engineering structures for extreme loading such as earthquakes: (i) fine scale models for providing the simplest, fine-scale interpretation of inelastic damage mechanisms at the origin of energy dissipation and damping phenomena, as opposed to coarse scale of stress resultants; (ii) the role of probability in this kind of modelling approach. We consider application of these ideas first to structures, especially irreplaceable structures, such as nuclear power plants, and move onto the complex systems such as water networks.

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previous chapter Challenges and Problems in Performance-Based Design of Tall Buildings
next chapter Seismic Fragility of RC Buildings Designed to Eurocodes 2 and 8
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Metadata
Title
Performance Based Earthquake-Resistant Design: Migrating Towards Nonlinear Models and Probabilistic Framework
Authors
Adnan Ibrahimbegovic
Luc Davenne
Damijan Markovic
Norberto Dominguez
Copyright Year
2014
Publisher
Springer Netherlands
Book
Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Print ISBN: 978-94-017-8874-8

Electronic ISBN: 978-94-017-8875-5

Copyright Year: 2014

DOI
https://doi.org/10.1007/978-94-017-8875-5_21