Zobrazeno 1 - 10
of 75
pro vyhledávání: '"Sumio Hamada"'
Publikováno v:
Applied Mechanics and Materials. :933-939
Several equations for punching shear strength of the reinforced concrete slab have been proposed in the world. These equations have their own factors affecting the strength. There are numerous test data for punching shear strength of RC slabs, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::329f13a158d3d1c13d317a0a675ef2ad
https://doi.org/10.4028/www.scientific.net/amm.90-93.933
https://doi.org/10.4028/www.scientific.net/amm.90-93.933
Publikováno v:
Journal of Materials in Civil Engineering. 23:999-1006
Most investigations dealing with research on shear focus on concrete members such as reinforced concrete (RC) and prestressed concrete (PC) beams, columns, and slabs. It is difficult for such investigations, which include effects of reinforcing mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b4aeec804ef170f2103ab0fca73dcbe
https://doi.org/10.1061/(asce)mt.1943-5533.0000259
https://doi.org/10.1061/(asce)mt.1943-5533.0000259
Publikováno v:
Journal of Composites for Construction. 14:784-790
This paper presents the negative bending of reinforced concrete slabs strengthened with near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips. Six slab specimens, three of which are strengthened with CFRP strips, are tested in stat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c83c13feca0a8480994f662429008d6
https://doi.org/10.1061/(asce)cc.1943-5614.0000138
https://doi.org/10.1061/(asce)cc.1943-5614.0000138
Publikováno v:
Journal of the Society of Materials Science, Japan. 57:509-514
There is a large demand in consumption of fly ash due to current increase of coal power plants. Fly ash in concrete as admixture contributes to decrease heat of hydration. The larger amount of fly ash is in concrete, the lower heat of hydration is ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b510ecc7ff8e53d3d14d865428966e23
https://doi.org/10.2472/jsms.57.509
https://doi.org/10.2472/jsms.57.509
Publikováno v:
Doboku Gakkai Ronbunshuu A. 64:948-958
本研究は，道路橋のRC床版張出し部上面の負曲げ補強に適用することを主目的とし，CCFPの定着方法について実験的検討を試みたものである．先ず基礎実験として，各種方法でCCFP端部を定
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6dfc34fb22a49de2fef2e48cc10d1c8f
https://doi.org/10.2208/jsceja.64.948
https://doi.org/10.2208/jsceja.64.948
Publikováno v:
Journal of Advanced Concrete Technology. 6:205-214
Although various studies related to the punching shear strength of slabs have been published, databases related to punching shear strength are small in size. A database of 313 specimens has been structured through the present study, compared to the 1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce9e5cd15635fdd405ec10a2dc93eda6
https://doi.org/10.3151/jact.6.205
https://doi.org/10.3151/jact.6.205
Publikováno v:
Doboku Gakkai Ronbunshuu F. 64:104-109
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4448b9edee5d6d3e806bb9276df34c6a
https://doi.org/10.2208/jscejf.64.104
https://doi.org/10.2208/jscejf.64.104
Publikováno v:
Doboku Gakkai Ronbunshuu E. 63:410-423
本研究は，初期ひび割れ(幅)予測などに活用できる，若材齢コンクリートと異形鉄筋の局部付着特性を求めたものである．その基礎実験として，鉄筋純かぶりの薄い実験供試体を用いて
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8733778561def614d031de40d9256cd6
https://doi.org/10.2208/jsceje.63.410
https://doi.org/10.2208/jsceje.63.410
Autor:
Sumio Hamada
Publikováno v:
The Japanese Journal of Cognitive Psychology. 4:133-139
わが国では刑事取調べにおいて無実の人が嘘の自白をする例が少なくない．この虚偽自白の典型例は強制下の迎合によるものである．身柄を拘束された被疑者に対して，取調官が被疑者
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a892c0262dde4bc321ce30e8a3c9e05f
https://doi.org/10.5265/jcogpsy.4.133
https://doi.org/10.5265/jcogpsy.4.133
Publikováno v:
Doboku Gakkai Ronbunshuu E. 63:459-467
本研究は，膨張コンクリート自身のひび割れ抵抗性におよぼす湿潤養生期間の影響を明らかにするため，膨張材量や湿布養生期間を主な実験パラメータとしたはりの曲げ実験を行い，そ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f490503d9529bcf46c20bfe815983081
https://doi.org/10.2208/jsceje.63.459
https://doi.org/10.2208/jsceje.63.459