Add to ORKGThe seismic response of subsurface ground is investigated based on the measured underground acceleration records at three sites around the Tokyo Bay induced by several moderate earthquakes, Variations of maximum accelerations with respect to depth are described in both horizontal and vertical components, and Amplification of acceleration in underground is presented in terms of frequency response function, Correlations of the underground accelerations between theoretical calculation and actual records are also discussed
This paper presents experimental assessment of the effect of the ratio of vertical to horizontal pea...
It is known that not only local soil conditions but also seismic wave, used in analysis, together wi...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
The seismic response of subsurface ground is investigated based on the measured underground accelera...
During this earthquake, strong acceleration records were obtained in free fields in many sites in an...
Ground motions of the 2011 Tohoku earthquake recorded at Onahama port (Iwaki, Fukushima prefecture) ...
Meuse/Haute-Marne underground research laboratory is installed in a region rated at very low seismic...
The amplification characteristics of earthquake ground motion were investigated based on the Chiba A...
By analyses of the acceleration records at dams during the two big earthquakes which hit in Hokkaido...
A densely instrumented system of large-scale underground structures consisting of two vertical shaft...
An earthquake of magnitude 7.2 struck Kobe area at 5:46:51 am, on 17th January, 1995. The earthquake...
Response analyses of three recorded earthquakes at a nuclear power plant have been conducted. The ob...
Correlation of ground motion to observed tunnel damage has largely been based on estimates of ground...
Abstract New attenuation equations for peak ground acceleration and velocity for Japan are developed...
Abstract Over 200 peak amplitudes of strong motion were observed at distances of less than 250 km fr...
This paper presents experimental assessment of the effect of the ratio of vertical to horizontal pea...
It is known that not only local soil conditions but also seismic wave, used in analysis, together wi...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
The seismic response of subsurface ground is investigated based on the measured underground accelera...
During this earthquake, strong acceleration records were obtained in free fields in many sites in an...
Ground motions of the 2011 Tohoku earthquake recorded at Onahama port (Iwaki, Fukushima prefecture) ...
Meuse/Haute-Marne underground research laboratory is installed in a region rated at very low seismic...
The amplification characteristics of earthquake ground motion were investigated based on the Chiba A...
By analyses of the acceleration records at dams during the two big earthquakes which hit in Hokkaido...
A densely instrumented system of large-scale underground structures consisting of two vertical shaft...
An earthquake of magnitude 7.2 struck Kobe area at 5:46:51 am, on 17th January, 1995. The earthquake...
Response analyses of three recorded earthquakes at a nuclear power plant have been conducted. The ob...
Correlation of ground motion to observed tunnel damage has largely been based on estimates of ground...
Abstract New attenuation equations for peak ground acceleration and velocity for Japan are developed...
Abstract Over 200 peak amplitudes of strong motion were observed at distances of less than 250 km fr...
This paper presents experimental assessment of the effect of the ratio of vertical to horizontal pea...
It is known that not only local soil conditions but also seismic wave, used in analysis, together wi...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...