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21	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. 耐荷力 strength 塑性率 concrete-filled steel bridge pier コンクリート充填鋼製橋脚 ductility 長方形箱形断面 effective failure length 有効破壊長 rectangular box section
22	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. 繰り返し解析 cyclic analysis 変形能 ductility 非弾性挙動 inelastic behavior 鋼製橋脚 steel bridge pier 補剛箱形断面 stiffened box section 強度 strength
23	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. seismic isolation bearing 免震支承 pseudodynamic test ハイブリッド地震応答実験 elasto-plastic seismic response analysis 弾塑性地震応答解析 steel bridge pier 鋼製橋脚
24	Comparative performance of ductile and damage protected bridge piers subjected to bi-directional earthquake attack Mashiko, 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. Critical earthquake ground motion Incremental Dynamic Analysis (IDA) New Zealand Japan and Caltrans specifications Comparison study Bi-directional Pesudodynamic test Highway bridge pier Damage Avoidance Design (DAD) Pose tensioned Pre-stress concrete pier
25	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. steel bridge pier 鋼製橋脚 seismic response analysis 弾塑性地震応答解析 damping matrix 地盤と構造物の動的相互作用減衰マトリクス mult-span continuous bridges 多径間連続橋 soil-structure interaction
26	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. steel bridge pier 鋼製橋脚 soil-structure interaction 構造物と地盤の動的相互作用 equivalent linearization method 等価線形化手法 elastoplastic seismic response analysis 弾塑性地震応答解析
27	Stavebně technologický projekt realizace Místní komunikace ve Žďáru nad Sázavou / Constructive technological project of Kalců, 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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