Sentence examples for frame elements were from inspiring English sources

A detailed three-dimensional finite element model was established using ANSYS software at which the in-fill plate and the boundary frame elements were modeled using finite strain iso-parametric shell elements.

In the parameters required in the determination of ductility, yield and maximum rotation of frame elements were considered.

All frame elements were modeled in OpenSees using the Beam-with-Hinges element: a hinge length corresponding to 55%% of the section depth was used since this value produced deformations and damage measures that correlated well with experimental observations.

In the mapped image below, the relationship between the frame evoking words and their frame elements is shown in more detail, using the same sentence.

However, studies to determine the properties of the interface between the masonry infill and the building frame elements are very few.

Three-dimensional linear elastic frame elements are used to model the members of the towers while two-dimensional curved beam elements with geometric non-linearity included are used to model the conductors and the ground wires.

A new stringer design concept for conventional aircraft fuselage proposed in [1] showed some encouraging results; this paper is a continuation of the work there in where supporting frame elements are added to the fuselage structure.

The base shear supported by the in-fill plate was computed assuming that it was fully yielded after buckling whereas the base shear supported by the boundary frame elements was computed by plastic analysis assuming uniform yielding mechanism.

Previous research has shown that force-based frame elements are superior to classical displacement-based elements enabling, at no significant additional computational costs, a drastic reduction in the number of elements required for a given level of accuracy in the simulated response.

The propagation characteristics of the vibration and sound within the same floor and across different floors were investigated by considering various combinations of receiver and source points, and the structure-borne sound transmission characteristics of a concrete structure with frame elements are discussed.

The Description of the buildings and frame elements is shown in Table 4.