Zobrazeno 1 - 10 of 18 pro vyhledávání: '"Kiyomitsu Murata"'
2
Effects of Track Structure on Seismic Behavior of Isolation System Bridges
Autor: Kiyomitsu Murata, Akihiro Toyooka, Yanagawa Hideaki, Manabu Ikeda, Kataoka Hiroo, Hirokazu Iemura
Publikováno v: Quarterly Report of RTRI. 46:238-243
This study examines how systems to isolate and protect railroad bridges during earthquakes can be affected by the behavior of track under seismic stresses. The need for high performance of railway structures under such stresses is explained as justif
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::868be8931bcdae2d156e0c50368265f5
https://doi.org/10.2219/rtriqr.46.238
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3
EXPERIMENTAL RESEARCH INTO THE APPLICATION OF SRC STRUCTURES TO RAILWAY THROUGH-TRUSS BRIDGE FLOOR SYSTEMS
Autor: Shigeki Kitazono, Shuji Yajima, Kiyomitsu Murata, Atsushi Ichikawa
Publikováno v: STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING. 21:189S-205S
In the design of railway bridges crossing over roads or rivers, bridge height from the lowest point to railway level is sometimes restricted by the height of the road or the high-water level of the river. In order to satisfy these conditions, the aut
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a5e99fd954ae42d4ebe112b7e886cca9
https://doi.org/10.2208/jsceseee.21.189s
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4
EXPERIMENTAL STUDY ON APPLICATION OF SRC STRUCTURE TO FLOOR SYSTEM IN RAILWAY THROUGH-TRUSS BRIDGE
Autor: Atushi Ichikawa, Shuji Yajima, Kiyomitsu Murata, Shigeki Kitazono
Publikováno v: Doboku Gakkai Ronbunshu. 2003:283-298
道路や河川を跨ぐ鉄道橋は, レールレベル～桁最下端の寸法が制限されることが多い. このような制限を受ける橋梁に適用するために, 筆者らは, 下路形式の鋼トラス橋の床組にSRC構造を
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::2e1bd0b43ba3fc887d51fa557b43418c
https://doi.org/10.2208/jscej.2003.731_283
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5
Fatigue Durability of Joints under Out-of-Plane Cyclic Bending in Corrugated Steel Web PC Box Railway Bridges
Autor: Chikao Hiraoka, Ichiro Sugimoto, Hisao Nishida, Kiyomitsu Murata
Publikováno v: Quarterly Report of RTRI. 44:142-146
The corrugated steel web PC box bridge is one of many types of hybrid steel and concrete structure that have recently been developed. However, this type of bridge has not yet been adopted for railway bridges in Japan. In this paper, we investigate th
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::24ebfbcbe33823a7715e90c6b1e911e0
https://doi.org/10.2219/rtriqr.44.142
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7
AN EXAMPLE OF SEISMIC ASSESSMENT FOR A HYBRID RAILWAY RIGID FRAME ELEVATED BRIDGE
Autor: Manabu Ikeda, Shuji Iwata, Kiyomitsu Murata, Masanori Kinoshita, Tomohiro Takayama
Publikováno v: Doboku Gakkai Ronbunshu. 2002:311-321
従来の鉄道高架橋には, 主に経済性の観点から鉄筋コンクリート構造のラーメン高架橋が多く用いられている. 一方, 施工環境の厳しい条件下では, 型枠, 配筋等の現場作業を省略すること
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::71814aa81fbfc37e3b927bca055b6ba7
https://doi.org/10.2208/jscej.2002.696_311
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10
EXPERIMENTAL STUDY ON HYSTERESIS MODEL OF CONCRETEFILLED TUBULAR STEEL COLUMNS
Autor: Tadatomo Watanabe, Masayuki Takiguchi, Manabu Ikeda, Kiyomitsu Murata, Masato Yamada, Masanori Kinoshita
Publikováno v: Doboku Gakkai Ronbunshu. 2000:43-55
地震時における鉄道構造物の安全性は, 構造物を構成する個々の部材の損傷レベルを予め想定した上で, 部材の損傷レベルに対応した変形性能が, 地震時の部材の応答値を上回っているこ
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::77b8ec1f4aae7ddecb51c45126fb6700
https://doi.org/10.2208/jscej.2000.661_43
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