Session Start Date

6-1-1988

Abstract

It has been proved that the shape of foundation and its base side ratio affect the dynamic rigidity of sliding-rotation vibration of bases. Based on plenty of laboratory tests in a small sides the computing formulas of rigidity and damping of base considering the effect of base side ratio are put forward.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

Second Conference

Publisher

University of Missouri--Rolla

Publication Date

6-1-1988

Document Version

Final Version

Rights

© 1988 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Jun 1st, 12:00 AM

The Effect of Foundation Shape on Dynamic Parameter of Bases

It has been proved that the shape of foundation and its base side ratio affect the dynamic rigidity of sliding-rotation vibration of bases. Based on plenty of laboratory tests in a small sides the computing formulas of rigidity and damping of base considering the effect of base side ratio are put forward.