The aim of this paper is to review and introduce neuroscience research whose results offer the possibility or potential possibility for use in the discipline of architecture. This study is a proposal for a substantive introduction to systematics and a detailed description of the use of particular research methods at each stage of the design process. The article discusses necessary definitions and a historical outline of the interdiscipline, which was formed by combining architecture and neuroscience (neuroarchitecture). The most important information concerning the use of particular neuroscience research in architecture are also discussed, such as: observational and experimental methods from the field of environmental psychology, fMRI (functional magnetic resonance imaging), eye tracking, VR (virtual reality) and the EDA wristbands.

The paper presents the methodology that makes it possible to evaluate computational model and introduce current corrections to it. The methodology ensures proper interpretation of nonlinear results of numerical analyses of thin-walled structures. The suggested methodology is based on carrying out, in parallel to nonlinear numerical analysis, experimental research on some selected crucial zones of loadcarrying structures. Attention is drawn to the determinants concerning the performance of an adequate experiment. The author points out on indicating the role of model tests as a fast and economically justified research instruments practicable when designing thin-walled load-carrying structures.

The presented considerations are illustrated by an example of a structure whose geometrical complexity and ranges of deformation are characteristic for modern solutions applied in the load-carrying structures of airframes. As the representative example, one selected the area of the load-carrying structure that contains an extensive cut-out, in which the highest levels and stress gradients occur in the conditions of torsion evoking the post-buckling states within the permissible loads. The stress distributions within these ranges of deformations were used as the basis for determining the fatigue life of the structure.