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2017 | OriginalPaper | Buchkapitel

19. Avoid Dynamic Amplifications

verfasst von : Junbo Jia

Erschienen in: Modern Earthquake Engineering

Verlag: Springer Berlin Heidelberg

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Abstract

Life is pretty simple: You do some stuff, most fails, some works.

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Literatur
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Zurück zum Zitat Enache R, Demetriu S, Albota E (2009) Rotational components of the ground motion for Vrancea earthquakes. In: Proceedings of the 11th WSEAS international conference on sustainability in science engineering, pp 305–309 Enache R, Demetriu S, Albota E (2009) Rotational components of the ground motion for Vrancea earthquakes. In: Proceedings of the 11th WSEAS international conference on sustainability in science engineering, pp 305–309
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Zurück zum Zitat Sedarat H, Gupta S, Werner SD (1994) Torsional response characteristics of regular buildings under different seismic excitation levels. Report CSMIP/94-01, California Department of Conservation Sedarat H, Gupta S, Werner SD (1994) Torsional response characteristics of regular buildings under different seismic excitation levels. Report CSMIP/94-01, California Department of Conservation
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Zurück zum Zitat Tola A (2010) Development of a comprehensive linear response history analysis procedure for seismic load analysis. Virginia Polytechnic Institute and State University, Blacksburg Tola A (2010) Development of a comprehensive linear response history analysis procedure for seismic load analysis. Virginia Polytechnic Institute and State University, Blacksburg
Metadaten
Titel
Avoid Dynamic Amplifications
verfasst von
Junbo Jia
Copyright-Jahr
2017
Verlag
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-31854-2_19