Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Masanobu, KANAOKA"'
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:2658-2661
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04c3f0ce538c9f7dcfe3a7f88c011fdb
https://doi.org/10.3208/jgssp.jpn-003
https://doi.org/10.3208/jgssp.jpn-003
Autor:
Masanobu, KANAOKA, Tomio , TAMANO
Publikováno v:
大阪産業大学論集. 自然科学編. 125:23-34
The Yamato River replacement project in 1704 was carried out in order to eliminate the flood damage of the former Yamato River. Prior to that, Zuiken Kawamura, a civil engineer at that time, conducted Yodo River and Yamato River improvement projects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::bca45e9f59e340ade38153c1cd1b2a7d
http://id.nii.ac.jp/1338/00001426/
http://id.nii.ac.jp/1338/00001426/
Autor:
Tomio, TAMANO, Masanobu, KANAOKA
Publikováno v:
大阪産業大学論集. 自然科学編. 125:1-22
Considering Japanese construction culture before the Meiji era, the castle masonry walls in the modern age are without equal in the world. The Osaka Castle masonry wall in the Tokugawa period represents an extremely excellent and unparalleled constru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::01254cb56b97124545e7207f7c2d4698
http://id.nii.ac.jp/1338/00001425/
http://id.nii.ac.jp/1338/00001425/
Autor:
Masanobu, KANAOKA, Tomio, TAMANO
Publikováno v:
大阪産業大学論集. 自然科学編. 122:1-7
This paper presents the generation mechanisms of pull-out resistance of pressurized friction-type anchor at the cases of single anchor and group anchors. At the case of single anchor, it is shown that the ultimate pull-out resistance of pressurized f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::8006bc53df4cb31c1a7c81f5c8e9338e
http://id.nii.ac.jp/1338/00001393/
http://id.nii.ac.jp/1338/00001393/
Autor:
Masanobu, KANAOKA, Tomio, TAMANO
Publikováno v:
大阪産業大学論集. 自然科学編. 122:9-28
The Japanese castle masonry wall (hereafter simply "wall"), constructed from the late 16th century to middle of the 17th century, is appreciated as one of the world's finest and most outstanding example of construction. The walls are meted for their
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::9052ca8620e77a68ce71e832b82f1e30
http://id.nii.ac.jp/1338/00001394/
http://id.nii.ac.jp/1338/00001394/
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering). 66:881-885
This paper describes the engineering performances of Suiken Dike certified as a heritage site by Wakayama Prefecture. The dike was constructed by using excellent construction techniques in Edo period. Especially, the main part of the dike is covered
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16a0699181536c057c563e973a842b74
https://doi.org/10.2208/kaigan.66.881
https://doi.org/10.2208/kaigan.66.881
Publikováno v:
Jiban Kogaku Janaru (Japanese Geotechnical Journal). 5:525-532
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2854ca4d953354e14572baae6384b416
https://doi.org/10.3208/jgs.5.525
https://doi.org/10.3208/jgs.5.525
Publikováno v:
Journal of the Society of Materials Science, Japan. 57:8-11
In this study, the static and impact splitting tensile tests were carried out by loading the cylindrical mortar/granite specimens horizontally, and the crack propagation velocities were obtained by the image analysis using the ultra high-speed video
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7173acba9524c625ce47f911e46f87ba
https://doi.org/10.2472/jsms.57.8
https://doi.org/10.2472/jsms.57.8
Publikováno v:
Journal of the Visualization Society of Japan. 26:207-210
The purpose of this research is to explore the mechanism required for the generation of earthquake vibration on the propagation velocity of the crack in fault plane. In this research, the impact splitting tensile tests of mortar and granite were carr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::965fc3edc87874f775a21015a105f801
https://doi.org/10.3154/jvs.26.supplement2_207
https://doi.org/10.3154/jvs.26.supplement2_207
Autor:
Masanobu Kanaoka, Tomio Tamano
Publikováno v:
Journal of the Society of Materials Science, Japan. 54:1135-1140
This paper presents experimental investigations on particular failure patterns of foundation piles found in Hyogo-ken Nambu earthquake that were probably induced by seismic up-down vibrations. Impact tests on cylindrical mortar specimens were conduct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea494d5e4261666e665da7001ea7bf3b
https://doi.org/10.2472/jsms.54.1135
https://doi.org/10.2472/jsms.54.1135