Sentence examples for rigid elements of from inspiring English sources

One of the most interesting applications is replacement of chosen rigid elements of a manipulator or a mechanism with fibres.

When connecting a chain of rigid elements of the same morphology to another element of different morphology, the morphology of the first needs to be satisfied by the second.

The quickly growing number of approaches can be classified into three groups: carrier proteins for the display of single variegated loops, scaffolds providing rigid elements of secondary structure, and protein frameworks supporting a group of conformationally variable loops in a fixed spatial arrangement.

There are as many possible solutions to these paradoxes as may be imagined, but there are really only three ways out; either: (1) accept the rigid element of reality at the expense of the open element, or (2) accept the open element at the expense of the rigid element, or (3) show that the contradiction between the two is only a seeming contradiction.

This paper proposes rigid elements for a specific simplified model of the in-plane behaviour of masonry walls made of regular textures.

In particular, the case of a three-mount isolator system with inertial or reactive actuators has been investigated in order to assess the influence of the mount stiffness and of the presence of rigid elements (block masses) at each end of the mounts.

According to the current Italian code (M.I.T 2008, section 7.2.5.1) and to Eurocode 8, if foundations are not properly interconnected with sufficiently rigid elements, the effects of relative horizontal displacements at the basis of the superstructure should be analyzed in order to account for possible asynchronous actions.

The functioning of exoskeletal joints can involve hydrostatic forces, depending on the structure of the rigid elements and the type of linkage between them.

The presence of a considerable amount of soft tissue interposed between the rigid elements and the absence of ligamentous or muscle prevented the successful fitting of the prosthesis.

As an alternative, a specific rigid element approach has been recently proposed [Casolo, S., 2004. Modelling in-plane micro-structure of masonry walls by rigid elements. International Journal of Solids and Structures 41(13625 3641]641] based on a discrete mechanistic formulation.

The high quality of the model is attributed to the use of rigid elements that are updated using antiresonant frequencies.