Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Isao Nishiyama"'
Publikováno v:
MoMM
This paper proposes an auditory feedback system for adjusting the foot pressure balance of runners equally between the left and right feet. A wireless shoe system that measures foot plantar pressure in real time was proposed, and two types of auditor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd6869f41ab52f012a771c8f09fbf3fa
https://doi.org/10.1145/3365921.3365941
https://doi.org/10.1145/3365921.3365941
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 80:1991-1999
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4537d4bb613f7222ab61bff98f8e6e6a
https://doi.org/10.3130/aijs.80.1991
https://doi.org/10.3130/aijs.80.1991
Publikováno v:
AIJ Journal of Technology and Design. 19:779-782
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7aac5627372d39e615393e9075f4900d
https://doi.org/10.3130/aijt.19.779
https://doi.org/10.3130/aijt.19.779
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 78:223-232
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a67f51efa9c171805e9116fae8d75b12
https://doi.org/10.3130/aijs.78.223
https://doi.org/10.3130/aijs.78.223
Autor:
Hitoshi Shiohara, Kenichi Tahara, Taizo Matsumori, Minehiro Nishiyama, Takuya Nagae, Toshimi Kabeyasawa, Kunio Fukuyama, Susumu Kono, Isao Nishiyama
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:75-84
A four-story prestressed concrete building is tested by using the E-Defense shake-table facility. The test building with a rectangular plan utilizes the moment frame system in the longitudinal direction and the multi-story wall frame system in the tr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dd255817ab01f603f8687efedbfcbd4
https://doi.org/10.3130/aijs.77.75
https://doi.org/10.3130/aijs.77.75
Autor:
Kenichi Tahara, Toshimi Kabeyasawa, Minehiro Nishiyama, Taizo Matsumori, Isao Nishiyama, Susumu Kono, Kunio Fukuyama, Takuya Nagae, Hitoshi Shiohara
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 76:1961-1970
A four-story RC building is tested by using the E-Defense shake-table facility in order to verify the assessments based on AIJ recommendations as well as in order to examine its performance given by the newer Japanese code. The building consists of m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2cf84a783cdf1a7ede21345bbea503f
https://doi.org/10.3130/aijs.76.1961
https://doi.org/10.3130/aijs.76.1961
Publikováno v:
Advances in Structural Engineering. 13:1115-1127
Steel-braced frames have been widely used for retrofitting due to their effectiveness in terms of their light weight and short construction period. The steel-braced frame retrofitting method is difficult to apply, however, to the inner frames of buil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8238bfe871a93a815b8a37a5a84ff25a
https://doi.org/10.1260/1369-4332.13.6.1115
https://doi.org/10.1260/1369-4332.13.6.1115
Publikováno v:
Journal of Structural Engineering. 130:203-212
Beam columns of concrete-filled steel tubular (CFT) columns are designed using a design formula established by the Architectural Institute of Japan (AIJ). However, the scope of the formula in the current AIJ standard is limited to ordinary material s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fb261675b1b459e42587d8638198849
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(203)
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(203)
Publikováno v:
Journal of Structural Engineering. 130:180-188
A 5 year research on concrete-filled steel tubular (CFT) column system was carried out as a part of the fifth phase of the U.S.Japan Cooperative Earthquake Research Program, and the tests of centra...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46da0674ede7cbdf21d6f2adee8ff35c
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(180)
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(180)
Autor:
Isao Nishiyama, Hiroshi Kuramoto
Publikováno v:
Journal of Structural Engineering. 130:352-360
A total of three beam-to-column joints for composite structural systems consisting of reinforced concrete columns and steel ~RCS! beams, which are referred to as ''composite RCS systems,'' were tested to investigate the structural performance and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca49e30679a49c067bbf8337a444b819
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(352)
https://doi.org/10.1061/(asce)0733-9445(2004)130:2(352)