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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.05.2010 | Original Paper

Assessment of the site amplifications and predominant site periods for Saruhanlı, in an earthquake-prone region of Turkey

verfasst von: Nihat Sinan Işık

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2010

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Abstract

An earthquake-resistant design should include the effect of local site conditions on the seismic ground motions. In this study, ground response analyses in 22 locations around the developing town of Saruhanlı in the Aegean Region of Turkey were undertaken using SHAKE software. The ground response analyses for a typical soil profile considered various modulus reduction and damping curves including effective confining stress and a plasticity index dependent model. The confining stress-dependent soil models and shear-wave velocity profile resulted in higher amplification ratios and lower predominant periods. High acceleration ratios (>3) and lower predominant site periods were found in the eastern part of the site such that buildings of ten or more storeys would be severely damaged.

Vorheriger Artikel Dynamic properties of cemented soils from Cyprus

Nächster Artikel Physical and mechanical properties of Gokceada: Imbros (NE Aegean Sea) Island andesites

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Titel: Assessment of the site amplifications and predominant site periods for Saruhanlı, in an earthquake-prone region of Turkey
verfasst von: Nihat Sinan Işık
Publikationsdatum: 01.05.2010
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 2/2010
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-010-0263-5

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