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Nonlinear response of surface soil and NTT building due to soil–structure interaction during the 1995 Hyogo-ken Nanbu (Kobe) earthquake |
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| Authors: | T Inaba H Dohi K Okuta T Sato and H Akagi |
| Institution: | a Research and Development Department, NTT Facilities Inc., G.H.Y. Building, 2-13-1, Kitaotsuka, Toshima-ku, Tokyo 170-0004, Japan b Building Engineering Department, NTT Building Tecnology Institute Inc., 3-35-1, Shimorenjaku, Mitaka-Shi, Tokyo 181-0013, Japan |
| Abstract: | The 1995 Hyogo-ken Nanbu (Kobe) earthquake brought about enormous damage to structures in the Hanshin and Awaji areas. In this paper the importance of investigating the relationship between ground motion and structural damage is pointed out. Strong seismic motion was observed at the NTT (Nippon Telegraph and Telephone) Building during this earthquake. The structural damage to this building was relatively slight. In order to evaluate the relationship between ground motion and structural damage, it is necessary to assess the effects of the soil–structure interaction. In this study, the seismic response of the building and of the surface soil were evaluated by means of a nonlinear soil–structure interaction analysis using FEM. It was found that, the nonlinearity of surface soil near the building had a great effect on the soil–structure interaction, especially the rocking of the building. |
| Keywords: | Hyogo-ken Nanbu Earthquake of 1995 Soil–structure interaction Step-by-step integration method 2D FEM analysis Nonlinear behavior of surface soil Shear strain of soil Rocking of building |
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