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On the theoretical determination of the static dipole polarizability of intermediate size silicon clusters
(2002)
The static electric dipole polarizability of small Si clusters was investigated. The methods used were based on different techniques to calculate the polarizability. Thus, some methods used the higher-order finite-difference ...
Seismic assessment of framed buildings: a pseudo-adaptive uncoupled modal response analysis
(Taylor & Francis GroupReino Unido, 2011)
The Pseudo-Adaptive Uncoupled Modal Response Analysis proposed herein aims to estimate the seismic response of structures. In comparison to complete nonlinear time history analysis, the proposed method provides an acceptable ...
Estudio de factor de seguridad y caracterización geotécnica para la estabilidad del talud minado en concesión Sojo Piura, 2017
(Universidad Privada Del NortePE, 2018-05-17)
El presente estudio fue elaborado por DINO S.R.L., correspondiente a la evaluación física de las
canteras de explotación, las cuales están ubicadas en el distrito de Miguel Checa, provincia
Sullana, departamento de ...
Adaptive mesh refinement with spectral accuracy for magnetohydrodynamics in two space dimensions
(IOP Publishing, 2007-12)
We examine the effect of accuracy of high-order spectral element methods, with or without adaptive mesh refinement (AMR), in the context of a classical configuration of magnetic reconnection in two space dimensions, the ...
Base-structure interaction of linearly isolated structures with lateral-torsional coupling
(ELSEVIER SCI LTD, 2008)
The linear earthquake response of seismically isolated structures with lateral-torsional coupling is investigated. Emphasis is placed on developing simplified procedures for estimating the amplification of edge displacements ...
Efeitos dinâmicos em ponte férrea diante da variação de velocidade de um veículo ferroviário: estudo de caso
(Universidade Tecnológica Federal do ParanáCuritibaBrasilGraduação em Engenharia CivilUTFPR, 2016-06-24)
This work is the analysis of the structural behavior of a short railway bridge subjected to dynamic loads. The bridge is composed of two "I" section steel beams parallel and Bi supported, subjected to the load of a locomotive, ...
Stability analysis using the finite element method of a slope in the Virgen de Fátima Sector of the San Juan de Lurigancho district of Lima, Peru
(Springer Science and Business Media Deutschland GmbH, 2022-01-01)
The geometric alteration of slopes is a reality that can be observed in several districts of the Peruvian capital. The construction of houses, roads, and other infrastructure can produce some slope instability and cause ...