Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Toshihiro Kanai"'
Autor:
Ralf Bebenroth, Toshihiro Kanai
Human resource management systems differ across corporations around the world. Japan has unique characteristics that create specific challenges for HRM and there is currently a lack of research focusing on Japanese HR issues available to westerners.
Autor:
Toshihiro Kanai, Masahiro Sakane
Publikováno v:
Japanese Journal of Administrative Science. 26:45-62
Publikováno v:
Japanese Journal of Administrative Science. 26:63-87
Publikováno v:
Journal of World Business. 47:530-538
Much of the research on leadership has been conducted by Western researchers and has led to a largely Western and individualistic perspective on leadership. This has led researchers to raise questions concerning the extent to which these theories app
Publikováno v:
Japanese Journal of Administrative Science. 23:193-226
Publikováno v:
Japanese Journal of Administrative Science. 22:267-290
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 13:107-114
Cement foamed asphalt (CFA) stabilized base that is one of the pavement recycling methods utilized on the roads has been noticed widely, because the global environmental protection and preservation is generally recognized to be necessary in these day
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 10:31-38
In the theoretical design procedures, stresses and strains in a pavement should be made clear. Therefore, we carried out the moving load tests on a trial-paving yard, using accelerated vehicle simulator. From a result of our study, the following conc
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 10:61-67
The pavement design using analytically or mechanistic-empirical based methodologies is now replacing the empirical one. To make the analytically based design advance, comparative study of measurement with prediction on dynamic response of pavement ha
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 4:53-60
FWD tests have been carried out for these four years at the testpit, whose bearing capacity was designed for D traffic. The measured deflection basins were statically back-calculated and failure analysis was performed by Asphalt Institute's formula.