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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
强震地震动下建筑物结构及设备、管道系统振动控制研究
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

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中文摘要
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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.
期刊论文(50)
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会议论文
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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