International audienceThis paper presents the inversion of linear and equivalent linear soil profile (i.e., S-wave velocity and damping factor) at the KiK-net station MYGH10 during the Great Tohoku Earthquake, 2011. Due to possible strong 2D or 3D topographic effects at the station located close to mountainous areas, we carefully select weak motions that present few of those effects. Among 50 weak motions, only 5 are selected to check the linear profile of the site. Then, the equivalent linear soil profile during the main shock is inverted, showing very interesting nonlinear effects, such as bedrock nonlinearity
We have confirmed the nonlinear site response from observed data of the 2003 (Mw7.0) and 2005 (Mw7.2...
In this study we first try to separate so-called source spectra, attenuation coe$cient, and site amp...
In this study we first try to separate so-called source spectra, attenuation coeffcient, and site am...
International audienceThis paper presents the inversion of linear and equivalent linear soil profile...
On the afternoon of March 11th, 2011, an undersea megathrust earthquake of magnitude Mw 9 occurred o...
International audienceThe objective of this article is to present the nonlinear response of a soft s...
Abstract. A very strong motion was recorded by a vertical array observation system at the Kasi-wazak...
This article investigates the effects of the nonlinear behavior of soils on site response, through v...
13th World Conference on Earthquake Engineering, August 1-6, 2004, Vancouver, B.C., CanadaArticlePro...
The Kashiwazaki-Kariwa Nuclear Power Plant suffered extreme shaking during the 2007 Niigata-ken Chue...
Abstract Clear nonlinear behavior is analyzed from the acceleration records of the 1995 Hyogo-ken Na...
International audienceWe evaluate the non-linear site response at the stations of the Japanese Kik-N...
International audienceSoil nonlinear behavior is often triggered in soft sedimentary deposits subjec...
We have confirmed the nonlinear site response from observed data of the 2003 (Mw7.0) and 2005 (Mw7.2...
In this study we first try to separate so-called source spectra, attenuation coe$cient, and site amp...
In this study we first try to separate so-called source spectra, attenuation coeffcient, and site am...
International audienceThis paper presents the inversion of linear and equivalent linear soil profile...
On the afternoon of March 11th, 2011, an undersea megathrust earthquake of magnitude Mw 9 occurred o...
International audienceThe objective of this article is to present the nonlinear response of a soft s...
Abstract. A very strong motion was recorded by a vertical array observation system at the Kasi-wazak...
This article investigates the effects of the nonlinear behavior of soils on site response, through v...
13th World Conference on Earthquake Engineering, August 1-6, 2004, Vancouver, B.C., CanadaArticlePro...
The Kashiwazaki-Kariwa Nuclear Power Plant suffered extreme shaking during the 2007 Niigata-ken Chue...
Abstract Clear nonlinear behavior is analyzed from the acceleration records of the 1995 Hyogo-ken Na...
International audienceWe evaluate the non-linear site response at the stations of the Japanese Kik-N...
International audienceSoil nonlinear behavior is often triggered in soft sedimentary deposits subjec...
We have confirmed the nonlinear site response from observed data of the 2003 (Mw7.0) and 2005 (Mw7.2...
In this study we first try to separate so-called source spectra, attenuation coe$cient, and site amp...
In this study we first try to separate so-called source spectra, attenuation coeffcient, and site am...