Zobrazeno 1 - 10
of 92
pro vyhledávání: '"Kazuyuki Hanahara"'
Autor:
Kazuyuki HANAHARA
Publikováno v:
Nihon Kikai Gakkai ronbunshu, Vol 89, Iss 918, Pp 22-00270-22-00270 (2023)
The geometry of truss structure is expressed in terms of its nodal positions; that is, the nodal positions vector is the fundamental design variable for the optimal geometry design of a truss. In order to solve an optimal design problem, there are va
Externí odkaz:
https://doaj.org/article/0a2b2b1cc33142d5a3dcd42c26538104
Autor:
Kazuyuki Hanahara
Publikováno v:
Transactions of the Institute of Systems, Control and Information Engineers. 34:173-180
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4948b02ee15b5e9abe5432634ad45b9b
https://doi.org/10.5687/iscie.34.173
https://doi.org/10.5687/iscie.34.173
Autor:
Kazuyuki HANAHARA
Publikováno v:
The Proceedings of OPTIS. :U00036
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4397ab6debca143b86ad955781b8c4dc
https://doi.org/10.1299/jsmeoptis.2022.14.u00036
https://doi.org/10.1299/jsmeoptis.2022.14.u00036
Autor:
Kazuyuki HANAHARA, Yuya YOSHIMINE
Publikováno v:
The Proceedings of Design & Systems Conference. :3305
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7baed581f962546c89564de9e1bbe3f
https://doi.org/10.1299/jsmedsd.2022.32.3305
https://doi.org/10.1299/jsmedsd.2022.32.3305
Publikováno v:
Mechanical Engineering Research. 7(2):6-17
In this study, we discuss the dynamics of a type of hanging truss structural system consisting of rigid and wire members, part of which are SMA (shape memory alloy) wires. This kind of truss structure has the capability of vibration isolation and abs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9fc2250371e240cc97ab03def3eb15e0
https://hdl.handle.net/20.500.14094/90006071
https://hdl.handle.net/20.500.14094/90006071
Publikováno v:
Mechanical Engineering Research. 7(2):53-63
A column-type truss structure is generally unstable without diagonal bracing members. It is, however, mechanically stable in so-called hanging configuration due to the effect of gravitational force. This kind of structure can isolate an apparatus i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d6508c264369d83c1c9cbacb5fe3aad3
https://hdl.handle.net/20.500.14094/90006072
https://hdl.handle.net/20.500.14094/90006072
Publikováno v:
The Proceedings of Design & Systems Conference. :2201
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0abbeb2bdd1dda8aa06186d4b3bc57e
https://doi.org/10.1299/jsmedsd.2020.30.2201
https://doi.org/10.1299/jsmedsd.2020.30.2201
Publikováno v:
Advances in Structural and Multidisciplinary Optimization ISBN: 9783319679877
Attenuation and isolation are typical means to cope with the environmental vibration. In this research, we consider a kind of truss structural system which is expected to possess both of the capabilities. Vibration attenuation is achieved by utilizin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fb7e6e943cf2b588c73c6576b04458e
https://doi.org/10.1007/978-3-319-67988-4_96
https://doi.org/10.1007/978-3-319-67988-4_96
Publikováno v:
Structural Engineering and Mechanics. 51:707-725
In order to improve the crane-hook\'s performance and service life, we formulate a multi-criteria shape design problem considering practical conditions. The structural weight, the displacement at specified points and the induced matrix norm of stiffn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ec4843078905d442e8d7a8317005ced
https://doi.org/10.12989/sem.2014.51.5.707
https://doi.org/10.12989/sem.2014.51.5.707
Publikováno v:
The Proceedings of Conference of Kansai Branch. :7-12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7a38d599ee927358825466abb430c54
https://doi.org/10.1299/jsmekansai.2014.89._7-12_
https://doi.org/10.1299/jsmekansai.2014.89._7-12_