Zobrazeno 1 - 10
of 24
pro vyhledávání: '"KITA, Katsutoshi"'
Publikováno v:
In Experimental Eye Research 2012 94(1):174-178
Autor:
TAKAHASHI, Tamotsu, NAKAGAWA, Hajime, SATOFUKA, Yoshifumi, KITA, Katsutoshi, YOSHIDA, Yoshinori, TATSUMI, Masato
Publikováno v:
京都大学防災研究所年報. B. 40(B-2):385-396
土中を流れる浸透流が地震時の斜面崩壊にどのような影響を与えるのかを明らかにすることを目的として、浸透流を有する斜面模型に種々の地震外力を与える実験を行った。土中の加速
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::5c879a7743723f3b07be9ec33b5bb4af
http://hdl.handle.net/2433/80268
http://hdl.handle.net/2433/80268
Publikováno v:
京都大学防災研究所年報. B. 39(B-2):15-26
Hideo SEKIGUCHI, Katsutoshi KITA, Shinji SASSA and Tomohisa SHIMAMURA
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7d9a19172b0a3d638d703f6bff2cad53
http://hdl.handle.net/2433/72706
http://hdl.handle.net/2433/72706
Publikováno v:
京都大学防災研究所年報. B. 37(B-2):47-55
This paper concerns the dynamic response of pore pressure transducers used in the centrifuge wave test with viscous scaling introduced.The frequency response of the miniature pore pressure transducer (Kyowa BP-2KDS Type) is firstly predicted within t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::4508ec92560bdb2379957f26dd9c6996
http://hdl.handle.net/2433/72568
http://hdl.handle.net/2433/72568
Autor:
KITA, Katsutoshi, SHIBATA, Toru
Publikováno v:
京都大学防災研究所年報. B. 36(B-2):67-78
This paper concerns with the applicability of cone penetration tests and measurement of shear wave velocities for assessing the liquefaction resistance of sandy deposits. The miniature cone penetration tests and the measurement of shear wave velociti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::0c3ab0db6ed2c6625154ef3267e22451
http://hdl.handle.net/2433/72492
http://hdl.handle.net/2433/72492
Publikováno v:
京都大学防災研究所年報. B. 32(B-2):207-217
Centrifuge model test is one of the most remarkable topics in recentgeotechnical engineering. The same stress field can be achieved in the modelground under centrifugal condition as that in real ground or soil structure athomologous points. Therefore
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7e3cd29bb45a6761bda5ba3d9da8630d
http://hdl.handle.net/2433/72221
http://hdl.handle.net/2433/72221
Publikováno v:
京都大学防災研究所年報. B. 31(B-2):113-122
This paper is concerned with the wave-equation assessment of the drivability ofa large-diameter, open-ended steel pipe pile that was actually driven, by means of adiesel hammer, deep into the deposit of alluvial and pleistocene clays. The analysispro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::73e40a857e0234ee4427407290837cf8
http://hdl.handle.net/2433/72130
http://hdl.handle.net/2433/72130
Publikováno v:
Soils and Foundations; September 1995, Vol. 35 Issue: 3 p31-42, 12p
Publikováno v:
Soils and Foundations; January 1996, Vol. 36 Issue: 1, Number 1 Supplement 1 p169-177, 9p
Publikováno v:
Natural Hazards; November 1997, Vol. 16 Issue: 2-3 p203-218, 16p