Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Yohei Ninomiya"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F4 (Construction and Management). 78:118-132
Autor:
Mitsuru Jido, Kiyoshi Kobayashi, Yohei Ninomiya, Daijiro Mizutani, Kiyoyuki Kaito, Ryo Miyata
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F4 (Construction and Management). 77:37-56
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F4 (Construction and Management). 77:96-114
Autor:
Yohei Ninomiya, Kiyoyuki Kaito
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F4 (Construction and Management). 76:63-82
Autor:
Taketo Araki, Tomoyuki Oyake, Yoshifumi Takata, Yasuhiro Matsubara, Kyosuke Mori, Hiroshi Takagi, Yohei Ninomiya, Ryoichi Tomiyasu
Publikováno v:
Ocean Engineering. 199
An innovative self-elevating seawall is attracting attention as an effective countermeasure to protect ports and their hinterland from tsunamis. However, seawater may intrude into the port basin through a narrow gap between its gate units, resulting
Publikováno v:
Pavement and Asset Management ISBN: 9780429264702
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef07b88f8d2fbbb3ec34d5dd20f5a096
https://doi.org/10.1201/9780429264702-30
https://doi.org/10.1201/9780429264702-30
Publikováno v:
CISP-BMEI
The importance of preventive maintenance has been recognized for the deterioration of highway bridges in recent years. When doing a close visual inspection with respect to the bridge reinforced concrete slabs, it is necessary to install a scaffold or
Publikováno v:
SMC
In this study, the authors develop a deterioration prediction model with respect to deterioration management indicators by using continuous variables. Quite a few deterioration management indicators of infrastructure are observed as continuous values
Publikováno v:
IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment.
In this paper, in order to statistically analysis damage to bridge members and to forecast the initiation and the propagation of damage, a statistical damage initiation and propagation model is proposed. Specifically, the model is a composite model t