Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Masahiro Shirato"'
Publikováno v:
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations ISBN: 9780429279119
In the research sponsored by the National Institute for Land and Infrastructure Management, the development of new design methods for composite girders has been discussed. In this method, various characteristics of the plastic design of composite gir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::664e6f339e1cb4e89c73d6943fa5892d
https://doi.org/10.1201/9780429279119-342
https://doi.org/10.1201/9780429279119-342
Publikováno v:
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations ISBN: 9780429279119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::efd3793b699fbf74e515bc50334e6979
https://doi.org/10.1201/9780429279119-343
https://doi.org/10.1201/9780429279119-343
Publikováno v:
Wind Engineers, JAWE. 43:23-28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71f2e3e4f9b633025436c19f1429b7de
https://doi.org/10.5359/jawe.43.23
https://doi.org/10.5359/jawe.43.23
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 170:133-146
In the last decade, the Ministry of Land, Infrastructure, Transport and Tourism of Japan has inspected 24 000 highway bridges with a new ‘segmental’ data-recording protocol for bridge maintenance. The data-recording units (‘segments’) are sub
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ca31dc08147a4c4c622baa8fdebfb4a
https://doi.org/10.1680/jbren.16.00004
https://doi.org/10.1680/jbren.16.00004
Autor:
Makoto Suzuki, Masahiro Shirato
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 13:165-165
The concept of performance-based design codes arose in 2000s and has been gradually accepted in different parts of the world. In the language of Prof. Yusuke Honjo, Gifu University, Japan, who is o...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::919f48bf68c49ce9278eb995df69906d
https://doi.org/10.1080/17499518.2019.1627713
https://doi.org/10.1080/17499518.2019.1627713
Publikováno v:
Soils and Foundations. 52:346-355
Japan's previous large earthquakes have caused minimal harmful damage to shallow foundations for highway bridges. Conventional earthquake designs have ensured stability within the conventional safety standards effective against small-to mid-scale sei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40cb088491be596df84cccd1aa7acdce
https://doi.org/10.1016/j.sandf.2012.01.008
https://doi.org/10.1016/j.sandf.2012.01.008
Publikováno v:
Soils and Foundations. 50:983-1000
This paper traces the recent introduction of performance-based design (PBD) into Japanese design codes (especially geotechnical design codes) and describes the distinguishing characteristics of PBD codes. An overview is provided for source documents
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4287aa48cbfc6cc2963cbee785e9b79a
https://doi.org/10.3208/sandf.50.983
https://doi.org/10.3208/sandf.50.983
Publikováno v:
Jiban Kogaku Janaru (Japanese Geotechnical Journal). 5:309-323
橋梁はトップヘビーであり，死荷重のみならず基礎底面に作用する転倒モーメントも大きい。さらに，用地の制約が大きく，基礎の平面寸法が小さい上に上部構造も含んだ系全体として
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::232d8bae5a7f93f5dab39a101f244493
https://doi.org/10.3208/jgs.5.309
https://doi.org/10.3208/jgs.5.309
Autor:
Shohei Onishi, Masahiro Shirato, Mitsuyoshi Akiyama, Kiyoshi Ono, Nobuo Nishimura, Atsushi Yabumoto
Publikováno v:
Doboku Gakkai Ronbunshuu F. 66:301-318
スパイラル鋼管は，その製造工程の関係で複雑な塑性加工を受け，溶接シームも螺旋状になるため，ベンディングロールで製作されることの多い鋼製橋脚と耐震性能は異なる可能性があ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37617be7ac4d720574b1b9895ed4c725
https://doi.org/10.2208/jscejf.66.301
https://doi.org/10.2208/jscejf.66.301
Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes
Autor:
Roberto Paolucci, Shoichi Nakatani, Tetsuya Kouno, Ryuichi Asai, Jiro Fukui, Masahiro Shirato
Publikováno v:
Soils and Foundations. 48:673-692
We conducted a series of 1G large-scale shake table tests and cyclic eccentric loading tests of a shallow foundation model. The experimental parameters were the difference in loading methods (i.e., dynamic and static), input seismic motions (i.e., in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fbf29707d7619d7360640f29b9b78073
https://doi.org/10.3208/sandf.48.673
https://doi.org/10.3208/sandf.48.673