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He simulated simple models of rigid rod polymers to understand the dynamics of this type of material.
Assembly in the small comprises basic engineering models of rigid and compliant part mating and explains the operation of the Remote Center Compliance.
As an application, we demonstrate the creation of complete models of rigid objects: the objects are rotated in front of the scanner by hand, and successive range images are automatically aligned.
This paper presents a comparison of the failure behaviour of the Deep Mixing (DM) method under models of rigid and flexible foundations.
Different structural modeling to analyze the seismic vulnerability of the pinnacles have been performed and compared: starting from simplified mechanical models of rigid blocks, passing through elastic analyses and finally to finite element (FEM) analyses.
Considering the displacement and stress continuity conditions at the pile-soil interface, ring-soil pile theory (RSPT) and an amended impedance function transfer method (AIFTM) are proposed as models of rigid pile-soil interaction that consider the interaction at the variable-section interface of a pile with the surrounding soil.
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Models of rigid-body or short-range liquid-like motions, in which dynamics are confined to the biological unit, showed modest agreement with the diffuse maps, but were unable to reproduce experimental features indicative of long-range correlations.
validate the model of rigid quadrilateral inclusion; and (iv).
Methodologies of modelling of rigid bodies and linkages using graph theory are extended to include gear members.
Through an example, the dynamic responses of the elastic linkage mechanism with clearances are analyzed, both the effects of elasticity and clearance on the dynamic behaviors of the mechanism are analyzed simultaneously and the non-linear behaviors caused by the clearance joints are analyzed by the dynamic model of rigid mechanism.
A simple model based on analytical modeling of rigid foundation is adopted, in which the effective seismic motion is obtained starting from the free-field motion by an approximate analytical solution (Harada et al. 1981; Ganev et al. 1995) for embedded foundation with its base resting on a stiffer layer.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com