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Boundary element methods in dynamic analysis: Part II (1986-1996)
DE Beskos - 1997 - asmedigitalcollection.asme.org
A review of boundary element methods for the numerical solution of elastodynamic
problems covering the period 1986-1996 is presented. It is a continuation of a review article …
problems covering the period 1986-1996 is presented. It is a continuation of a review article …
[КНИГА][B] Foundation vibration analysis using simple physical models
JP Wolf - 1994 - books.google.com
This book provides simple physical models to represent the unbounded soil in time and
frequency domain analysis. They do not supplant the more generally applicable rigorous …
frequency domain analysis. They do not supplant the more generally applicable rigorous …
Early history of soil–structure interaction
E Kausel - Soil Dynamics and Earthquake Engineering, 2010 - Elsevier
Soil–structure interaction is an interdisciplinary field of endeavor which lies at the
intersection of soil and structural mechanics, soil and structural dynamics, earthquake …
intersection of soil and structural mechanics, soil and structural dynamics, earthquake …
[КНИГА][B] Earthquake engineering: from engineering seismology to performance-based engineering
Y Bozorgnia, VV Bertero - 2004 - taylorfrancis.com
This multi-contributor book provides comprehensive coverage of earthquake engineering
problems, an overview of traditional methods, and the scientific background on recent …
problems, an overview of traditional methods, and the scientific background on recent …
Seismic soil-structure interaction in buildings. I: Analytical methods
Recent improvements in seismological source modeling, analysis of travel path effects, and
characterization of local site effects on strong shaking have led to significant advances in …
characterization of local site effects on strong shaking have led to significant advances in …
[КНИГА][B] Foundation vibration analysis: A strength of materials approach
JP Wolf, AJ Deeks - 2004 - books.google.com
Structural analysis is usually carried out by a strength-of-materials approach that allows
complex 3-D structures to be modelled adequately for design needs in a single dimension …
complex 3-D structures to be modelled adequately for design needs in a single dimension …
An analytical solution for the horizontal vibration behavior of a cylindrical rigid foundation in poroelastic soil layer
Z Yang, X Zou - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
The large size embedded foundation is widely used in the engineering, but the finite
thickness of soil layer underlying this foundation is usually neglected in design, which leads …
thickness of soil layer underlying this foundation is usually neglected in design, which leads …
Dynamic displacements and stresses in the vicinity of a cylindrical cavity embedded in a half‐space
JE Luco, FCP De Barros - Earthquake engineering & structural …, 1994 - Wiley Online Library
The two‐dimensional response of a viscoelastic half‐space containing a buried, unlined,
infinitely long cylindrical cavity of circular cross‐section subjected to harmonic plane SH, P …
infinitely long cylindrical cavity of circular cross‐section subjected to harmonic plane SH, P …
Hybrid BEM-TLM-PML method for the dynamic impedance functions calculation of a rigid strip-footing on a nearly saturated poroelastic soil profile
This paper attempts to develop a novel hybrid method to address the dynamic impedance
functions of a rigid strip-foundation resting on a non-homogeneous poroelastic soil profile …
functions of a rigid strip-foundation resting on a non-homogeneous poroelastic soil profile …
Effects of soil-structure interaction on inelastic seismic response of bridge piers
M Ciampoli, PE Pinto - Journal of structural engineering, 1995 - ascelibrary.org
The investigation reported in the paper is an attempt to assess the relevance of soil-structure
interaction (SSI) effects on the dynamic response of bridge piers responding in the inelastic …
interaction (SSI) effects on the dynamic response of bridge piers responding in the inelastic …