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Theory of matrix structural analysis
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The article was published on 1985-01-01 and is currently open access. It has received 1710 citations till now. The article focuses on the topics: Design structure matrix & Direct stiffness method.read more
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Effect of rail pad stiffness on the wheel/rail force intensity in a railway slab track with short-wave irregularity:
TL;DR: In this article, a two-dimensional numerical model is developed to investigate the effect of rail pad stiffness on the wheel/rail force in a slab track with harmonic irregularity, and the model consists of three steps.
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System simulation of mixed-signal multi-domain microsystems with piecewise linear models
Steven P. Levitan,José Antônio Baddini Martinez,Timothy P. Kurzweg,Abhijit Davare,M. Kahrs,Michael M. Bails,Donald M. Chiarulli +6 more
TL;DR: This work presents a component-based multi-level mixed-signal design and simulation environment for microsystems spanning the domains of electronics, mechanics, and optics that provides a solution to the problem of accurate modeling and simulation of multi-domain devices at the system level.
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Thickness and in-plane elasticity of Graphane
TL;DR: In this paper, the in-plane properties of graphane and hydrogenated graphene (graphane) sheets were predicted using a molecular mechanics approach using Density Functional Theory (DFT) simulations.
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Mathematical programming approach for uncertain linear elastic analysis of functionally graded porous structures with interval parameters
TL;DR: In this article, a non-stochastic structural analysis for FGP engineering structures, whose system inputs possess interval uncertainties, through the framework of Finite Element Method (FEM) is proposed.
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Fluid-conveying damped Rayleigh-Timoshenko beams in transverse vibration analyzed by use of an exact finite element part I: Theory
TL;DR: In this article, exact complex-valued nonsymmetric transcendentally frequency-dependent member stiffness matrices have been established for uniform Rayleigh-Timoshenko beams, uniform Euler-Bernoulli beams, and also for uniform strings (with zero bending stiffness).