A Study on Vibration Control of Structures and Equipments, Piping Systems in a Building under Severe Earthquake Ground Motions
A Study on Vibration Control of Structures and Equipments, Piping Systems in a Building under Severe Earthquake Ground Motions
批准号:
10450206
负责人:
TADAKI Koh
金额:
$1.15万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999
中文摘要
最近的损坏被折叠成结构或设备,管道系统在严重地震地面运动下建造。因此,特别重要的设备在基金会或控制那些振动中是孤立的。However,对他们的行为在严重地震期间没有制造出来的,以及对隔离或振动控制技术的影响对严重地震地面运动不能说是足够的。这项研究的目的是澄清结构或设备的行为,在严重地震地面运动下建造的管道系统,对严重地震地面运动的影响。然后讨论对一些振动控制技术及其应用进行合成评估的问题。本研究的内容被分成以下每个主题:1。《关于地震加载建筑物以使结构分布在高度上不平衡的研究》。研究新类型的阻尼器在建筑中的结构或设备的发展,管道系统。这些混蛋是活跃的、半活跃的或被动的类型。Studies on the vibration control by the Hy D1爱马仕D1 for equipments under severe earthquake ground motions. 4。对木材空间结构振动行为和隔离设备的动态实验和分析的研究。
英文摘要
Recently damages due to collapse of structures or equipments, piping systems in a building under severe earthquake ground motions. So for, particularly important equipments are isolated at the foundation, or controlling those vibrations. However, aclear explanation of their behaviours during severe earthquakes has not been made, and the effect of the isolation or the vibration controlling techniques for severe earthquake ground motions can not be said to be sufficient.The purposes of this study are to clarify the behaviors of structures or equipments, piping systems in a building under severe earthquake ground motions, and to discuss a synthetic evaluation for some vibration controlling techniques and their applications. The contents of this study are divided into following each subjects :1. Studies on the earthquake loading of building to having unbalance for the structural distributions along the heights.2. Studies on the development of new type dampers for structures or equipments, piping systems in a building. These dampers are active, semi-active, or passive types.3. Studies on the vibration control by the HィイD1∞ィエD1 for equipments under severe earthquake ground motions.4. Studies on dynamic experiments and analyses for the vibration behavior and isolation equipment of wooden space structure.
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Arakawa Toshiharu and Ohmata Kenichiro: "A study on an Elastoplastic Damper Utilizing Continuous Plastic Bending of Thin Metal Rods (Part 1. The Principle and Basic Characteristics of the Elastoplastic Damper)"Summaries of Technical Paper of Annumal Meeti
荒川敏晴和大俣健一郎:“利用薄金属杆连续塑性弯曲的弹塑性阻尼器的研究(第 1 部分:弹塑性阻尼器的原理和基本特性)”年会技术论文摘要
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Watanabe Hideyuki, Noguchi Hiroyuki and uzunami Kisra: "A study on Vibration Behavior fo Timber Structure with Eccentricity of Stiffness and Weight (Part 3. Adaptability of the Analytic Method)"Summaries of Technical Paper of Annumal Meeting, Architectura
Watanabe Hideyuki、Noguchi Hiroyuki 和 uzunami Kisra:“具有刚度和重量偏心率的木结构振动行为研究(第 3 部分:分析方法的适应性)”年度会议技术论文摘要,Architectura
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加藤誠一: "質量の高さ方向分布に不均等性を有する建物の弾塑性地震応答性状"日本建築学会関東支部研究報告集. 69. 105-108 (1999)
加藤精一:“高度方向质量分布不均匀的建筑物的弹塑性地震反应特性”日本建筑学会关东分会研究报告69. 105-108(1999)。
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沼田穣: "金属棒の連続塑性曲げを利用した弾塑性ダンパーの研究(その2)"日本建築学会学術講演梗概集. B-2. 933-934 (1999)
Jo Numata:“使用金属杆连续塑性弯曲的弹塑性阻尼器的研究(第 2 部分)”日本建筑学院学术讲座摘要 B-2(1999 年)。
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大亦絢一郎: "X-Yテーブルとワイヤーロープ防振器を用いた免震テーブルの研究"日本機械学会論文集(C編). 65-639. 55-60 (1999)
Kenichiro Oya:“使用 X-Y 工作台和钢丝绳隔振器的隔震工作台的研究”,日本机械工程师学会会刊(ed. C) 65-639(1999 年)。
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