Zobrazeno 1 - 10 of 96 pro vyhledávání: '"Mitsuo Kawatani"'
1
Evaluation of site vibration around Shinkansen viaducts under bullet train
Autor: Mitsuo Kawatani, Seiji Nishiyama, S. Yamaguchi, Xingwen He
Publikováno v: Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005) ISBN: 9781003209379
Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005)
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::206f482afbc1bb1ce2c396addec5a3bf
https://doi.org/10.1201/9781003209379-47
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3
Considering Low Frequency Sound Propagation in Bridge Design
Autor: Mitsuo Kawatani, Shun Kohdera, Shinya Kimura, Kazuyuki Ono, Chul-Woo Kim
Publikováno v: Procedia Engineering. 199:2687-2692
This paper investigates low frequency sounds radiated from a two-span continuous steel box girder bridge, three-span continuous steel plate girder bridge and three-span continuous prestressed concrete bridge. Those three bridges were selected as cand
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::901b61ff963d5d5e72fe29002254d262
https://doi.org/10.1016/j.proeng.2017.09.554
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4
Damage experiment on a steel plate girder bridge and vibration based damage detection
Autor: Y. Goi, Chul-Woo Kim, Takuya Mimasu, Mitsuo Kawatani
Publikováno v: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications ISBN: 9780429426506
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b22c48f7c1d0edd5bd2a0b5d8af1a42d
https://doi.org/10.1201/9780429426506-349
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6
Drive-by bridge inspection from three different approaches
Autor: Eugene J. O'Brien, Patrick McGetrick, Mitsuo Kawatani, Ryo Isemoto, Chul-Woo Kim
Publikováno v: Kim, C W, Isemoto, R, McGetrick, P J, Kawatani, M & OBrien, E J 2014, ' Drive-by bridge inspection from three different approaches ', Smart Structures and Systems, vol. 13, no. 5, pp. 775-796 . https://doi.org/10.12989/sss.2014.13.5.775
This study presents a vibration-based health monitoring strategy for short span bridges utilizing an inspection vehicle. How to screen the health condition of short span bridges in terms of a drive-by bridge inspection is described. Feasibility of th
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3fc0c6db4bc85f7440a0da3dd85aaa5c
https://doi.org/10.12989/sss.2014.13.5.775
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7
A structural damage detection approach using train-bridge interaction analysis and soft computing methods
Autor: Hitoshi Furuta, Toshiro Hayashikawa, Chul-Woo Kim, Xingwen He, Mitsuo Kawatani, F. Necati Catbas
Publikováno v: Smart Structures and Systems. 13:869-890
In this study, a damage detection approach using train-induced vibration response of the bridge is proposed, utilizing only direct structural analysis by means of introducing soft computing methods. In this approach, the possible damage patterns of t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bbfdc60c5622828b7b8f62e23de5eac2
https://doi.org/10.12989/sss.2014.13.5.869
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8
Linear system parameter as an indicator for structural diagnosis of short span bridges
Autor: Kunitomo Sugiura, Ryo Isemoto, Chul-Woo Kim, Mitsuo Kawatani
Publikováno v: Smart Structures and Systems. 11:1-17
This paper intended to investigate the feasibility of bridge health monitoring using a linear system parameter of a time series model identified from traffic-induced vibrations of bridges through a laboratory moving vehicle experiment on scaled model
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a42f7dca1f92c3dfcc0ef6186aff94e4
https://doi.org/10.12989/sss.2013.11.1.001
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9
Feasibility investigation for a bridge damage identification method through moving vehicle laboratory experiment
Autor: Chul-Woo Kim, Kai-Chun Chang, Mitsuo Kawatani
Publikováno v: Structure and Infrastructure Engineering. 10(3):328-345
This paper investigated the feasibility of the pseudo-static damage identification method derived from a bridge–vehicle interaction system through a moving vehicle laboratory experiment. The element stiffness index, defined as the ratio of flexural
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::485072bd67a3af46baee1eaf77373182
http://hdl.handle.net/2433/196769
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10
STRUCTURAL FAULT DETECTION OF BRIDGES BASED ON LINEAR SYSTEM PARAMETER AND MTS METHOD
Autor: Kunitomo Sugiura, Chul-Woo Kim, Mitsuo Kawatani, Ryo Isemoto
Publikováno v: Journal of JSCE. 1:32-43
1Member of JSCE, Professor, Dept. of Civil and Earth Resources Eng., Kyoto University (Kyoto-Daigaku-Katsura, Nishikyo-ku, Kyoto 615-8540, Japan) E-mail: kim.chulwoo.5u@kyoto-u.ac.jp 2Student Member of JSCE, Dept. of Civil and Earth Resources Eng., K
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::deeb9dc93688191cf2e6b187da425f0e
https://doi.org/10.2208/journalofjsce.1.1_32
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