Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Yoshihiro Hamazaki"'
Publikováno v:
Doboku Gakkai Ronbunshuu A. 62:279-287
本研究では，先に提案した曲げ剛性を考慮したケーブルのモード減衰評価法において必要となる伸びおよび曲げの損失係数について検討している．過去に報告されてきた各種ケーブルの
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b603845aa2a9293fe60289135baa93b1
https://doi.org/10.2208/jsceja.62.279
https://doi.org/10.2208/jsceja.62.279
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 21:523-528
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8c5688dd659fd1aa266a36ab248598e
https://doi.org/10.2208/prooe.21.523
https://doi.org/10.2208/prooe.21.523
Autor:
Keisuke Murakami, Yohji Hanawa, Naoto Takehana, Yasuto Kataoka, Yoshihiro Hamazaki, Takashi Katsuta
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 20:713-718
Flaring Shaped Seawall (FSS) can drastically reduce a crest height and wave overtopping volume in comparison with a conventional upright one, and a top area of the FSS can be used effectively. In this study, hydraulic experiments and numerical simula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::703ee81b491d05d3c87b94ee84860336
https://doi.org/10.2208/prooe.20.713
https://doi.org/10.2208/prooe.20.713
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 19:577-581
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18a0a77332a59c5b3b6821d82e4393e2
https://doi.org/10.2208/prooe.19.577
https://doi.org/10.2208/prooe.19.577
Publikováno v:
Doboku Gakkai Ronbunshu. 2002:141-149
長さに比べ径が大きいケーブルの張力計測を振動法により行う場合, ケーブル曲げ剛性のわずかな見積もり誤差が張力計測に大きな精度低下をもたらす. そのような場合の張力と曲げ剛性
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73487a8378b3b9ece9cc563d329f5bd4
https://doi.org/10.2208/jscej.2002.703_141
https://doi.org/10.2208/jscej.2002.703_141
Autor:
Yasuto Kataoka, Naoto Takehana, Keisuke Murakami, Isao Irie, Yoshihiro Hamazaki, Yasuo Ichikawa
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 16:251-256
A Flaring Shaped Seawall (FSS) can make reduce crest height rather than conventional seawall in rough sea. However, the FSS has not been sufficiently made a study of application for road seawall in the neighborhood of shoreline.In order to clarifyt h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0432249760c4b89edb845ee8ef8511a
https://doi.org/10.2208/prooe.16.251
https://doi.org/10.2208/prooe.16.251
Publikováno v:
Zairyo-to-Kankyo. 48:705-712
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70d4173a904c20aea4d3742e46e57e91
https://doi.org/10.3323/jcorr1991.48.705
https://doi.org/10.3323/jcorr1991.48.705
Autor:
Keisuke Murakami, Yasuto Kataoka, Isao Irie, Yuji Kamikubo, Kazunori Kanda, Yoshihiro Hamazaki
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 15:25-30
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::070bbafa741ed66a0a3ea963e7f715f5
https://doi.org/10.2208/prooe.15.25
https://doi.org/10.2208/prooe.15.25
Autor:
Keisuke Murakami, Takehiro Nakaoka, Isao Irie, Yoshihiro Hamazaki, Yasuto Kataoka, Kenichi Sugii, Nakagawa Tomokazu
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 14:405-409
A new type of shore protection, the shape of which is an overhanging inverse triangle, called the“nabla”type, is proposed to reduce crest height and wave overtopping amount. Crest heights and wave pressures when using this shore protection are in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2da3f281d2015023989697a039abf7c3
https://doi.org/10.2208/prooe.14.405
https://doi.org/10.2208/prooe.14.405
Publikováno v:
Doboku Gakkai Ronbunshu. 1997:189-196
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93f071931aba2e3fd31c3ca4d936d411
https://doi.org/10.2208/jscej.1997.556_189
https://doi.org/10.2208/jscej.1997.556_189