Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
Online ISSN : 2185-4653
ISSN-L : 2185-4653
JSCE Journal of Earthquake Engineering, Vol.36 (Paper)
NONLINEARITY AMPLIFICATION OF SUBSURFACE GROUND AT KIK-NET MASHIKI SITE DURING THE 2016 KUMAMOTO EARTHQUAKE
Tetsushi KURITA
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2017 Volume 73 Issue 4 Pages I_74-I_82

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Abstract

 During the 2016 Kumamoto earthquake in Japan, a series of strong motions struck the towns along the active faults. The vertical array observation system at KiK-net Mashiki site installed by NIED observed a number of strong ground motions near the heavily damaged area. From the comparing between the weak ground motions and the strong ground motions mentioned above, nonlinearity of subsurface ground can be seen. In this study, the degree of nonlinearity in the amplification of subsurface ground was estimated from the inverse analysis of observed records. Quantitative relationships between the shear strains and shear modulus were obtained by the proposed method.

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© 2017 by Japan Society of Civil Engineers
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