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Study on Soil-pile-structure Interaction System by Shaking Table Model Test

Lou Menglin

Open publisher page 12 citations

Abstract

A shaking table model test on soil-pile-structure interaction system is introduced in this paper.The effects of soil-pile-structure interaction on dynamic characteristics and seismic responses of structure are studied with the results of the test.From the data of the model test,it can be concluded that the effects of soil-pile-structure lead to reduce the modal frequencies and to increase the modal damping of the structure system,as well as to reduce the earthquake responses including the acceleration and dynamic strain of the structure.

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What this paper is about

A shaking table model test on soil-pile-structure interaction system is introduced in this paper.The effects of soil-pile-structure interaction on dynamic characteristics and seismic responses of structure are studied with the results of the test.From the data of the model test,it can be concluded that the effects of soil-pile-structure lead to reduce the modal frequencies and to increase the modal damping of the structure system,as well as to reduce the earthquake responses including the acceleration and dynamic strain of the structure.

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Available abstract

A shaking table model test on soil-pile-structure interaction system is introduced in this paper.The effects of soil-pile-structure interaction on dynamic characteristics and seismic responses of structure are studied with the results of the test.From the data of the model test,it can be concluded that the effects of soil-pile-structure lead to reduce the modal frequencies and to increase the modal damping of the structure system,as well as to reduce the earthquake responses including the acceleration and dynamic strain of the structure.

Key concepts: Earthquake shaking table, Pile, Soil structure interaction, Modal, Acceleration, Geotechnical engineering, Structural engineering, Engineering

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