Zobrazeno 1 - 10 of 15 pro vyhledávání: '"Mitsuo MIZOGUCHI"'
1
Akademický článek
Shear strength and cracking behavior of reinforced concrete nonstructural walls
Autor: Miki Matsubayashi, Yuya Takase, Mitsuo Mizoguchi
Publikováno v: Journal of Asian Architecture and Building Engineering, Vol 21, Iss 2, Pp 380-392 (2022)
Recent Japanese earthquakes have severely damaged the nonstructural walls of many buildings. While nonstructural walls do not influence the seismic performance of a building, this damage can still sometimes cause buildings to be demolished or render
Externí odkaz: https://doaj.org/article/e4f15d3ee2a9494a9038e16c7035e62e
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2
Akademický článek
Strengthening Effect of the Fixing Method of Polypropylene Band on Unreinforced Brick Masonry in Flexural, Shear, and Torsion Behaviors
Autor: Ta Quy Hung, Mitsuo Mizoguchi, Yuya Takase
Publikováno v: Buildings, Vol 13, Iss 11, p 2863 (2023)
Every year, Vietnam faces typhoons accompanied by strong winds. Semi-permanent houses are severely damaged by these winds. We researched a strengthening method using a Polypropylen (PP) band to prevent housing damage caused by strong winds. In this s
Externí odkaz: https://doaj.org/article/7341ca90f5d644d182b85ed86b0d4c95
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4
Shear strength and cracking behavior of reinforced concrete nonstructural walls
Autor: Yuya Takase, Miki Matsubayashi, Mitsuo Mizoguchi
Publikováno v: Journal of Asian Architecture and Building Engineering. 21:380-392
Recent Japanese earthquakes have severely damaged the nonstructural walls of many buildings. While nonstructural walls do not influence the seismic performance of a building, this damage can still sometimes cause buildings to be demolished or render
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c6b3d9ba3a48a09fef4931faccd54dc2
https://doi.org/10.1080/13467581.2020.1838290
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10
CYCLIC LOADING TEST OF PRECAST PRESTRESSED CONCRETE BEAM-COLUMN CONNECTIONS WITH STEEL-CAP
Autor: Masaiki Ueda, Ken-ichi Komatsu, Takeaki Koshikawa, Keiichi Inoue, Toshinaga Wada, Mitsuo Mizoguchi, Hitoshi Yamashita
Publikováno v: AIJ Journal of Technology and Design. 14:115-120
Experimental results of new precast concrete beam-column connections constructed by post-tensioning precast beams to precast columns using unbonded tendons are presented. The connections consist of precast beams which has steel cap at its ends and pr
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5e13996d1f51f81e2b3c404e6d96fd48
https://doi.org/10.3130/aijt.14.115
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Plný text Recenzováno Digitální knihovna AV ČR
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