Two-dimensional nonlinear earthquake response analysis of a bridge-foundation-ground system
This paper presents a two-dimensional advanced nonlinear FE model of an actual bridge,
the Humboldt Bay Middle Channel (HBMC) Bridge, and its response to seismic input …
the Humboldt Bay Middle Channel (HBMC) Bridge, and its response to seismic input …
Site effects on strong ground motion
FJ Sanchez-Sesma - Soil Dynamics and Earthquake Engineering, 1987 - Elsevier
Site effects on strong ground motion Page 1 Site effects on strong ground motion FRANCISO
J. SJ~NCHEZ-SESMA Instituto de Ingenieria, Universidad Nacional Autbnoma de Mbxico, Cd …
J. SJ~NCHEZ-SESMA Instituto de Ingenieria, Universidad Nacional Autbnoma de Mbxico, Cd …
On the effective seismic input for non‐linear soil‐structure interaction systems
J Bielak, P Christiano - Earthquake engineering & structural …, 1984 - Wiley Online Library
Two equivalent semi‐discrete formulations are presented for the problem of the transient
response of soil‐structure interaction systems to seismic excitation, considering linear …
response of soil‐structure interaction systems to seismic excitation, considering linear …
A simplified procedure for the prediction of liquefaction‐induced settlement of offshore wind turbines supported by suction caisson foundation based on effective stress …
S Farahani, A Barari - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
In this research, a series of non‐linear dynamic finite element (FE) effective stress analyses
were conducted to analyze the influence of the suction caisson geometry, ground motion …
were conducted to analyze the influence of the suction caisson geometry, ground motion …
Nonlinear dynamic analysis and seismic coefficient for abutments and retaining walls
Two-dimensional computational models of bridge abutment-soil systems are developed
using the OpenSees framework. Nonlinear hysteretic behavior of backfill and foundation soil …
using the OpenSees framework. Nonlinear hysteretic behavior of backfill and foundation soil …
Significance of interface nonlinearity on the seismic response of a well-pier system in cohesionless Soil
Interaction between a well foundation (caisson) and the surrounding soil during earthquake
shaking involves complicated material and interface nonlinearities such as soil inelasticity …
shaking involves complicated material and interface nonlinearities such as soil inelasticity …
[图书][B] Influence of interface behavior in dynamic soil-structure interaction problems
M Musharraf-uz-Zaman - 1982 - search.proquest.com
Under static of dynamic loadings, the junction (interface) between a structure-foundation
system can experience contact, slip, separation and rebonding modes of deformations. Two …
system can experience contact, slip, separation and rebonding modes of deformations. Two …
Numerical Simulation of Caisson Supported Offshore Wind Turbines Involving Uniform Liquefiable Sand Layer
AE Palacios, MD Nguyen, V Markovic… - … on Performance-based …, 2022 - Springer
In this research, a series of the non-linear finite element (FE) analyses was conducted to
analyze the influence of the contact pressure caused by the offshore wind turbine and …
analyze the influence of the contact pressure caused by the offshore wind turbine and …
[图书][B] Two-dimensional site response analyses
N Deng - 1991 - search.proquest.com
A new numerical method for two-dimensional seismic site response analysis has been
developed. The method is based on the finite element method and is formulated in the …
developed. The method is based on the finite element method and is formulated in the …
[PDF][PDF] A boundary method applied to elastic scattering problems
FJ Sanchez-Sesma - Arch. mech, 1981 - rcin.org.pl
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