Evaluation of concentrated parameter methods for the analysis of embedded structures

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Authors: T.C.C. Ottoni, J.L. Roehl
Cited by: 0

Abstract

The analysis with complete interaction of soil-structure systems may be accomplished in two steps followed by the partial results superposition. The first step is known as the kinematic interation and is followed by the application to the system of the rigid body iner tial forces obtained in the previous step.

Fields of Study & Subjects

Geotechnical Engineering and Underground Structures Seismic Performance and Analysis Geotechnical Engineering and Soil Mechanics

Publication details

Journal / source
CRC Press eBooks
Pages
1167–1171
Publication date
14 January 2026
Language
EN
Document type
Book chapter