Technology Reports of Kansai University (ISSN: 04532198) is a monthly peer-reviewed and open-access international Journal. It was first built in 1959 and officially in 1975 till now by kansai university, japan. The journal covers all sort of engineering topic, mathematics and physics. Technology Reports of Kansai University (TRKU) was closed access journal until 2017. After that TRKU became open access journal. TRKU is a scopus indexed journal and directly run by faculty of engineering, kansai university.
Technology Reports of Kansai University (ISSN: 04532198) is a peer-reviewed journal. The journal covers all sort of engineering topic as well as mathematics and physics. the journal's scopes are
in the following fields but not limited to:
The article deals with the degree of confidence in artificial intelligence (AI) in the evaluation of human potential on the labor market in Russian regions. The author's team analyzed the respondents' attitude to the evaluation of the qualities of a candidate for a job and the process of recruitment, identified the most comfortable method of evaluating the potential, and determined the possibility of revealing talent by a person and AI. In the article the nature of evaluation of hard skills and soft skills from the standpoint of a person and AI is considered for the first time. In the course of the research it was found out that the degree of confidence of AI in the evaluation of human potential on the labor market is not the same and depends on the age of the respondent, the nature of the evaluation index and experience in using AI. The lower the age of respondents, the higher the degree of AI confidence in evaluation of human qualities, especially hard skills. The main advantage of the article is the identification of the problem of evaluating human potential in the human-AI system. The obtained results can help develop views on the nature of AI application in evaluation of human potential in the labor market
The purpose of this inv estigation is to study the effect of repeated load on reinforced concrete beam-columnconnections. Eight specimens were adopted in this investigation; four spec imens were poured with normal strengthconcrete, and other four specimens were poured with reactive po wder concrete. The frames dimensions are constant; 280mm and 200mm of beam height and width respectively with 1000mm beam length and 200mm square column with 700mmheight. The load was applied at mid-span and at a distance 150mm from the mid-span of beam. The reduction in framecapacity reached to 53.3% due to eccentricity. All tested specimens were failed at cycle 5 with different load level; . thedecrease in stiffness of cyclically loaded frames of normal strength concrete was higher than that of reactive powderconcrete frames. The deflections of cyclically loaded frames higher than that of statically loaded frames. In brief, the frameswith eccentrically and cyclically loading give lowest ultimate strength, first crack load and stiffness with highest deflections