SIMULATION OF NONLINEAR SOIL-STRUCTURE INTERACTION ON A SHAKING TABLE |
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Authors: | KAZUO KONAGAI RAQUIB AHSAN |
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Affiliation: | Institute of Industrial Science , University of Tokyo , 4-6-1 Komaba, Meguro-ku, Tokyo 153-8505, Japan |
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Abstract: | A new method to simulate soil-structure interaction effects in shaking table tests has recently been presented by the authors. In this method, analog circuits or digital signal processors are used to produce soil-foundation interaction motions in real time. Their expressions of soil-structure interaction motions are based on published rigorous formulations of impulse response functions or flexibility functions of foundations resting on or embedded in homogeneous or layered soils of semi-infinite extent. In this paper the method is further extended to take the “far field” soil non-linearity into account. An example of non-linear soil-structure interaction simulation using the present method is also described. |
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Keywords: | Dynamic pile-group-head stiffness model experiment nonlinear soil-structure interaction shaking table test |
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