Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Kitoh, Hiroaki"'
Autor:
Uenaka, Kojiro, Kitoh, Hiroaki
Publikováno v:
In Thin-Walled Structures February 2011 49(2):256-263
Publikováno v:
In Thin-Walled Structures 2010 48(1):19-24
Autor:
SONODA, Keiichiro, KITOH, Hiroaki
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 56:1-13
At Hyogo-ken Nanbu Earthquake 1995, a lot of instances of structural failure or damage due to vertical impulsive ground motion were observed. Objective of the paper is to investigate vertical impulsive force mechanism inducing failure of reinforced c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7f2825ce36e26a0ccab73ee98caabae9
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00010094999
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00010094999
Autor:
NAKAOKA, Kenichi, KITOH, Hiroaki
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 56:15-27
As a one of alternative model to predict the behavior of tunnel excavation in unconsolidated ground, the strain hardening up to softening model has been proposed in this paper. The model based on plastic theory has been formulated, not in ordinary st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::baba85d65e5f5dc0663ba0f7910cef17
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00010095019
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00010095019
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 52:21-35
To simulate the time-dependent deformation of the rock, we propose herein a numerical creep model. The model can evaluate consistently from immediately after loading up to collapse considering the confinement effect. In this paper, firstly, a rheolog
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::6ec1f6b8823c6d052d2f1abb881e63ee
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00008119179
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00008119179
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 50:29-36
Under ecological and natural resource shortage aspects, structural behavior of the reinforced concrete beams using low grade recycled aggregate has been investigated through six static load test specimens with various moisture conditions and mix prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7bb5d7265bffbbe094aabfb4d53105cf
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814859
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814859
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 50:17-28
Life cycle assessment has been carried out for the existing highway bridge in urban area. Environmental impacts from material production, construction, operation, dismantlement, abandonment and recycling stages, are analyzed by cost evaluation techni
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::77d2abb18dbb979faf10b038f1ae347e
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814839
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814839
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 50:37-44
The prediction of post peak behavior of compressive concrete is significant especially for ductility based on seismic design of reinforced concrete members. The present paper describes numerical modeling of post peak behavior of compressive concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::4ecdf88d974b897d7089cf65e72d387d
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814879
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814879
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 49:35-42
A numerical study of concrete-filled square steel tubular cantilever beams under a monotonic loading has been conducted in order to apply the beam to the members of civil engineering structures effectively and also economically. As a result, the obta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::1b1bb3838eb88a834828d01f866030bc
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005075372
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005075372
Publikováno v:
Memoirs of the Faculty of Engineering Osaka City University. 38:63-71
RILEM/ CEB/ FIP has proposed a standard shear bond test method of deformed steel bars with R/C beam. We developed herein a similar test of embossed steel plate for open sandwich beams. As the results of 30 specimens, the obtained failure modes and bo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::ea38552b5b717c52e4ea65c7a2dda52c
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00000026339
https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00000026339