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コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法前野, 裕文, Maeno, Hirofumi, 森下, 宣明, Morishita, Nobuaki, 葛, 漢彬, Ge, Hanbin, 青木, 徹彦, Aoki, Tetsuhiko, 高野, 光史, Takano, Koji, 吉光, 友雄, Yoshimitsu, Tomoo 03 1900 (has links)
No description available.
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鋼製補剛箱形断面橋脚の繰り返し弾塑性挙動に関する解析的研究葛, 漢彬, Ge, Hanbin, 宇佐美, 勉, Usami, Tsutomu, 高, 聖彬, Gao, Shengbin 03 1900 (has links)
No description available.
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免震鋼製橋脚のハイブリッド地震応答実験手法の妥当性に関する検討中島, 大輔, Nakajima, Daisuke, 宇佐美, 勉, Usami, Tsutomu, 葛西, 昭, Kasai, Akira, 金田一, 智章, Kindaichi, Tomoaki 03 1900 (has links)
No description available.
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Comparative performance of ductile and damage protected bridge piers subjected to bi-directional earthquake attackMashiko, Naoto January 2006 (has links)
Incremental Dynamic Analysis (IDA) procedures are advanced and then applied to a quantitative risk assessment for bridge structures. This is achieved by combining IDA with site-dependent hazard-recurrence relations and damage outcomes. The IDA procedure is also developed as a way to select a critical earthquake motion record for a one-off destructive experiment. Three prototype bridge substructures are designed according to the loading and detailing requirements of New Zealand, Japan and Caltrans codes. From these designs 30 percent reduced scale specimens are constructed as part of an experimental investigation. The Pseudodynamic test is then to control on three specimens using the identified critical earthquake records. The results are presented in a probabilistic riskbased format. The differences in the seismic performance of the three different countries' design codes are examined. Each of these current seismic design codes strive for ductile behaviour of bridge substructures. Seismic response is expected to be resulting damage on structures, which may threaten post-earthquake serviceability. To overcome this major performance shortcoming, the seismic behaviour under bi-directional lateral loading is investigated for a bridge pier designed and constructed in accordance with Damage Avoidance principles. Due to the presence of steel armoured rocking interface at the base, it is demonstrated that damage can be avoided, but due to the lack of hysteresis it is necessary to add some supplemental damping. Experimental results of the armoured rocking pier under bi-directional loading are compared with a companion ductile design specimen.
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鋼製橋脚ー地盤系の地震応答解析における減衰マトリクスに関する一考察葛西, 昭, Kasai, Akira, 宇佐美, 勉, Usami, Tsutomu, 能登, 晋也, Noto, Shinya 03 1900 (has links)
No description available.
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鋼製橋脚ー基礎ー地盤連成系の大地震時挙動Usami, Tsutomu, 葛西, 昭, Kasai, Akira, 河村, 康文, Kawamura, Yasufumi, 宇佐美, 勉 03 1900 (has links)
No description available.
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Stavebně technologický projekt realizace Místní komunikace ve Žďáru nad Sázavou / Constructive technological project ofKalců, Martin January 2015 (has links)
This diploma thesis deals with the development of constructive technology project od local road in Žďár nad Sázavou. Specifically, there is a solution prestressed reinforced concrete construction of the bridge over the Sázava river according to the extent of the diploma work.
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