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:
This research aimed to determine the probability vector of Hardy‘s matrix for the homozygous (AA , aa ) and heterozygous (Aa), the proportions of individuals whose has those genotypes with their probabilities and the Hardy‘s matrix represented. Then the genotype frequencies of individual, whose affected by the diseases (eye, respiratory and skin) which are took place, as a result from the chemical attack are determined. Also in order to find the effect of genotypes on the diseases a particular transition probability matrix of hidden Markov Chain is prepared, and the transition probabilities for successive generations with the genotype frequencies of the individuals performed. The sample size of (500) have chosen by stratify random sampling from a list of (929) patients which are recorded by ministry of Martyr and Anfal. The steady stead of Hardy‘s matrix obtained after initial generation of diseases, also the transition probability matrix of hidden Markov chain stabilized from generation (11) and the genotype vector took steady stead for diseases. Finally the Bayes‘ theorem applied to define the effects genotypes on (eye, respiratory, and skin) diseases.
Raft foundation that lays over the whole area of the constructions, transferring the whole building loads and decreases the differential precipitation while the piles are relatively tall, slender elements that transfer the loads of the foundation through the soil layer of the least bearing capacity to deepest layer of the rock or soil that possessing a big capacity of bearing. In the last decades, a foundation with piled-raft that is a combined structure containing pile and raft has been confirmed as a better replacement in lieu of the typical raft or pile foundations., The analysis of foundation with piled-raft that have been concluded in this research via using ANSYS software for finite element method. For more comprehension to the manner of a foundation with piled-raft, manual solutions have been showed us in the moderate sand with various diameters of piles and the lengths of piles in various components. We have been discovered that the Pile's diameter has an important impact on the maximum capacity of a foundation with piled-raft while the length of the pile does not have a plentiful importance. We have been concluded that the ideal collection of the diameter of the pile with (0.5) m within the middle of a foundation that have (0.4) m within the crests of a foundation is resulting the maximum load around (4.45) MN and having precipitation of (26.76) mm which is an acceptable limit.
