Study on Soil-pile-structure Interaction System by Shaking Table Model Test
Lou Menglin
Abstract
Lou Menglin
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.
OpenAlex reports 12 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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