The observed infill downgrade makes practically negligible the infill-frame interaction and the post-earthquake masonry damage.
The experimental results of this study can support the development of new models that consider the infill-frame interaction and its impact on the structural response.
This model, based on the Rodrigues et al. proposal, is adopted from the typical strut model considering the infill surrounding frame interaction in both directions and is composed by four diagonal struts and a nonlinear central element that represent the nonlinear behaviour of the infills.
As an explanation of the intention of the frame interaction, the invention "can be described as a special configuration of a keypad, where keys are mounted on a frame base that can be turned clockwise or anti-clockwise.
To demonstrate implementation of the modified-plate frame interaction (M-PFI) method in the design of a steel plate wall (SPW) system, three SPWs of different heights were designed for this paper using the M-PFI method.
This method is designed to achieve robust segmentation from online video input without per-frame user interaction and precomputations.
We identified three dominant ethical perspectives in the normative medical ethics literature concerning how doctors and other staff members should frame interactions in relation to patients; paternalism, autonomy and reciprocity.
In addition, when compared to market exchanges, network arrangements frame repeated interactions and create greater communication between GPs, that in turn facilitate knowledge sharing and the diffusion of innovations.
Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy.
Infill-frame interaction constitutes a still open question both in research and in practicing engineering.
This complexity is attributed to the existence of joints as the major source of weakness and material nonlinearities as well as the infill-frame interaction which cannot be properly modeled using the traditional finite element methods.
