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Designs are optimized for minimum mass subject to a constraint on the maximum local deflection.
In [1], they investigated slow equilibrium equations with finite mass subject to a homogeneous Neumann-type boundary condition.
In this paper, we investigate the slow equilibrium equations with finite mass subject to a homogeneous Neumann type boundary condition.
Structural optimization was used to minimize the system mass subject to constraints on system stiffness and member section availability.
Initial modelling was conducted for an isotropic and homogeneous rock mass subject to isotropic and anisotropic far field stress states.
The corrected versions will be useful for evaluating the boundary behaviors of solutions of the equilibrium equations with finite mass subject.
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The movement of soil mass and the soil mass subjects the soil nails to bending moment and shear force in addition to axial forces.
In this paper, we introduce analytical solutions for transient heat conduction in an infinite solid mass subjected to a varying single or multiple cylindrical heat sources.
The static and dynamic stability of an elastically restrained Beck column with an attached end mass subjected simultaneously to gravity and follower axial forces is presented.
The present work deals with the parametric instability regions of a cantilever beam with tip mass subjected to time-varying magnetic field and axial force.
This additional external damping removes the prolonged inconsistency between theory and experiment for a column with a tip mass, subjected to follower force.
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