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2018 | OriginalPaper | Chapter

1. Performance-Based Seismic Design of Geotechnical Structures

Author : Susumu Iai

Published in: Developments in Earthquake Geotechnics

Publisher: Springer International Publishing

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Abstract

The paper gives an overview of performance-based approach for designing geotechnical structures against earthquakes, including remediation of liquefiable soils. Case histories of implementation and performance of remediation measures during past earthquakes are reviewed. The paper discusses the applicability and limitations of the conventional simplified approach for designing remediation of liquefiable soils and how these limitations can be overcome in the performance-based approach that explicitly considers residual displacements and structural strains beyond elastic limit. The paper also presents recent developments in performance evaluation against extremely long duration earthquake motions such as those during the 2011 East Japan earthquake (M = 9.0).

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next chapter Evolution of Geotechnical Seismic Response Analysis from 1964 to 2015
Literature
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Tashiro S, Sumiya K, Sakakibara T, Kyoku D, Nishiyama S, Miyazawa T, Isayama T, Sato S, Mori A, Kaneko H, Shibata D, Sugihara K, Murakami K, Imono T, Murakami H, Kohama E, Ohya Y (2017) Analysis of quay walls during 2011 East Japan Earthquake. In: Iai (ed) Developments in earthquake geotechnics. Springer
Metadata
Title
Performance-Based Seismic Design of Geotechnical Structures
Author
Susumu Iai
Copyright Year
2018
Book
Developments in Earthquake Geotechnics

Print ISBN: 978-3-319-62068-8

Electronic ISBN: 978-3-319-62069-5

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-3-319-62069-5_1