掲載雑誌(和):
日本地震工学シンポジウム論文集
Vol:
9-2巻
年:
1994年
頁:
1369-1374頁
著者(和):
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タイトル(和):
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抄録(和):
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キーワード(和):
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掲載雑誌(英):
PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
著者(英):
Takaji KOKUSHO, Koji KUDO, Toshiro OKAMOTO, Yukihisa TANAKA, Tadashi KAWAI, Yoshihiro SAWADA, Hiroshi YAJIMA, Koichi SUZUKI
タイトル(英):
SOIL-STRUCTURE INTERACTION RESEARCH OF A LARGE-SCALE MODEL STRUCTURE AT HUALIEN , TAIWAN -(PART 1) EVALUATION OF S-WAVE VELOCITY OF FOUNDATION GROUND AROUND A MODEL BUILDING FOR NUMERICAL ANALYSIS-
抄録(英):
An international joint research program called "HLSST" is proceeding. HLSST is Large-Scale Seismic Test (LSST) to investigate Soil-Structure Interaction (SSI) during large earthquake in the field in Hualien, a high seismic region in Taiwan. In this site a l/4-scale model building was constructed, and the model building and the foundation ground were extensively instrumented to monitor structure and ground response. To accurately evaluate SSI during earthquakes, geotechnical investigation and forced vibration test were performed during construction process namely before/after base excavation, after structure construction and after backfilling. This paper describes the change of the shear wave velocity (Vs) measured by the field test. Discussion is made on the effect of overburden pressure during the construction process on Vs in the neighboring soil and, further on the numerical soil model for SSI analysis.
キーワード(英):
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記事区分:
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委員会論文集