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Naser Khaji

Researcher at Hiroshima University

Publications -  75
Citations -  1431

Naser Khaji is an academic researcher from Hiroshima University. The author has contributed to research in topics: Finite element method & Method of mean weighted residuals. The author has an hindex of 18, co-authored 65 publications receiving 1210 citations. Previous affiliations of Naser Khaji include Tarbiat Modares University.

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Damage detection of truss bridge joints using Artificial Neural Networks

TL;DR: A method for estimating the damage intensities of joints for truss bridge structures using a back-propagation based neural network and the natural frequencies and mode shapes were used as input parameters for damage identification.
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Closed-form solutions for crack detection problem of Timoshenko beams with various boundary conditions

TL;DR: In this paper, an analytical approach for crack identification procedure in uniform beams with an open edge crack, based on bending vibration measurements, is developed, where the cracked beam is modeled as two segments connected by a rotational mass-less linear elastic spring with sectional flexibility, and each segment of the continuous beam is assumed to obey Timoshenko beam theory.
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On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions

TL;DR: In this paper, the numerical seismic response of liquid storage tanks isolated by bilinear hysteretic bearing elements is investigated under long-period ground motions in this research, and the authors concluded that with the installation of this type of base-isolation system, the dynamic response of tanks during seismic ground motions can be considerably reduced.
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A new bond-slip model for adhesive in CFRP–steel composite systems

TL;DR: In this article, a new method for analysis of bonded connections of CFRP and steel substrates is presented, where simple closed-form solutions are derived to calculate total elastic stiffness as well as effective elastic bond length of a plate bonded to a rigid substrate.
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A coupled BE–FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid–structure interaction

TL;DR: In this paper, the effects of base-isolation on the seismic response of cylindrical vertical flexible liquid storage tanks subjected to horizontal seismic ground motion are presented in the time domain.