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The article presents the original author's approach to the methodologies of invention in the field of construction and architecture and with consideration of specific examples of solving inventive tasks for various typological groups of architectural and construction objects. The "direct" and "reverse" ways of creating relevant inventive solutions for key sectors of the national economy in the context of aggravation of interstate competition in various fields of intellectual activity are considered. The conclusion is made about the need to develop the two considered topical counter methodologies in order to form other principal alternative ways of the innovation platform.

The article deals with the stage of digitalization of education, which requires the development of information and educational environment (IEE) of universities (including architectural and construction profile), which is understood as a set of conditions for the interaction of all categories of users (students, teachers, parents, administration of educational institutions, the public concerned) with information and methodological support of the educational process on the basis of the information system of the educational organization. The main component of IEE is new electronic resources for educational purposes. The approach within which these resources will be developed by students — future programmers within interdisciplinary design under the leadership of the skilled teachers and the methodologists who are a part of interdepartmental scientific collectives is offered. The proposed approach is aimed at improving students’ professional competencies in the field of programming, the development of information and educational environment of the University, which is declared by the state regulations, as well as the implementation of the social order of the society on the formation of information and communication competence of the modern user in any sphere of public production and private life.

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In the current standards for the design of reinforced concrete structures no methods for calculating inclined sections with a biaxial action of shear forces are presented. At the same time, a significant part of reinforced concrete structures is subjected to the action of shear forces in two planes. The relevance of the article is determined by the lack of standard methods for calculating of reinforced concrete elements inclined sections for the biaxial action of shear, which forces designers to use simplifications in calculations. The article reviews the Russian and foreign literature on the theory of design of reinforced concrete elements for the action of transverse forces and analyzes the design methods proposed in the current Russian and foreign design standards, as well as in the standards of past years. In the analysis of methods for calculating reinforced concrete elements for the action of transverse forces, consideration is given in various methods for calculating the factors that affect the strength of inclined sections on the action of transverse forces in normal and biaxial bending in two planes, such as the shear span, the angle of inclination of the force plane, the amount of longitudinal tensile reinforcement, the influence of longitudinal forces, size-effect. The main directions for further research of the issue are identified and recommendations are given that summarize domestic and foreign experience.