Energy Based Design of a System Combined of Damper and Displacement Controller for Seismically Exited Structures

地震结构阻尼器和位移控制器组合系统的基于能量的设计

基本信息

  • 批准号:
    17360263
  • 负责人:
  • 金额:
    $ 6.41万
  • 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:
    2005
  • 资助国家:
    日本
  • 起止时间:
    2005 至 2007
  • 项目状态:
    已结题

项目摘要

In this study a new device with hardening type hysteresis is proposed, combining fluid damper and displacement controller. This system is effective to control the response of buildings when it is installed in the structures. Two major objectives are described in the following.1. To develop a dual design method to improve habitability under a moderate earthquake and prevent the spread of damage under severe earthquake:In this system when subjected to a moderate earthquake, installed damper consuming energy decreases the response of buildings and improves the habitability. When subjected to a severe earthquake, the displacement controller restrains excessive story displacement while fluid damper consumes energy. This means that the building structure is change from the seismic control system with fluid damper to the normal earthquake resistant system with stiff braces. From this effect spread of structural damages are prevented. The effectiveness of this proposed system is verified by sh … More aking table tests installed in Tohoku University and furthermore investigated by analyses for reinforced concrete buildings considering various conditions.2. To develop a design method to control the response story displacement of a building under severe earthquake:In this system when subjected to severe earthquake, the displacement controller restrains excessive story displacement of the building and controls the distribution of story displacement as designed one. Using this system, unified distribution of story displacement can be obtained by restraining excessive local displacements caused by the irregularity of stiffness and / or strength distribution in a building or the contribution of higher modes. In this study the design method is proposed to calculate necessary damper quantity by energy response, equalizing input energy from earthquake and consuming energy by structures and damper at design displacement level. The effectiveness of this design method is verified by shaking table tests installed in Tohoku University and furthermore investigated by analyses for reinforced concrete buildings considering various conditions such as the distribution of stiffness and / or strength and earthquake characteristics. Less
在这项研究中,提出了一种具有硬化型磁滞的新装置,结合了流体阻尼器和位移控制器。当该系统安装在建筑物中时,可以有效地控制建筑物的响应。两个主要目标描述如下: 1.开发双重设计方法,以提高中度地震下的可居住性并防止严重地震下的损害蔓延:在该系统中,当遭受中度地震时,安装的耗能阻尼器降低了建筑物的响应并提高了可居住性。当遭受严重地震时,位移控制器抑制过度的楼层位移,而流体阻尼器则消耗能量。这意味着建筑结构由采用流体阻尼器的抗震系统转变为采用刚性支撑的普通抗震系统。通过这种效果,可以防止结构损坏的蔓延。该系统的有效性通过东北大学安装的sh … More aking table 测试得到验证,并进一步通过考虑各种条件的钢筋混凝土建筑分析进行研究。 2.开发一种控制强震下建筑物响应层位移的设计方法:在该系统中,当遭受强震时,位移控制器抑制建筑物过度的层位移,并控制层位移按设计分布。使用该系统,可以通过抑制由于建筑物内刚度和/或强度分布的不规则性或较高模态的贡献而引起的过度局部位移,从而获得楼层位移的统一分布。在本研究中,提出了一种设计方法,通过能量响应来计算所需的阻尼器数量,平衡地震输入能量以及设计位移水平下结构和阻尼器消耗的能量。该设计方法的有效性通过东北大学安装的振动台试验得到验证,并进一步通过考虑各种条件(例如刚度和/或强度分布以及地震特性)的钢筋混凝土建筑分析进行研究。较少的

项目成果

期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
エネルギー応答に基づいた地震を受ける鉄筋コンクリート建物におけるダンパーと変形制御機構の設計
基于能量响应的钢筋混凝土建筑地震阻尼器及变形控制机制设计
  • DOI:
  • 发表时间:
    2007
  • 期刊:
  • 影响因子:
    0
  • 作者:
    Hiroyuki;Nagaoka;長岡寛之;滝下良一;長岡寛之;滝下良一;本間 誠;本間 誠
  • 通讯作者:
    本間 誠
Effectiveness of Device with hardening type hysteresis applied to Reinforced Concrete Building
硬化型滞后装置应用于钢筋混凝土建筑的效果
Damper Design of a Structure with a Displacement-Controlled Soft-Story
位移控制软层结构的阻尼器设计
ソフトストーリーに硬化型復元力特性を与えて建物応答を制御する設計法の実験的検討
通过赋予软层硬化回弹特性来控制建筑响应的设计方法的实验研究
A Combined Energy Dissipation System for Seismically Excited Structures
地震激发结构的组合消能系统
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INOUE Norio其他文献

INOUE Norio的其他文献

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{{ truncateString('INOUE Norio', 18)}}的其他基金

Development of Displacement Control Design Method
位移控制设计方法的发展
  • 批准号:
    23360239
  • 财政年份:
    2011
  • 资助金额:
    $ 6.41万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Development of variable oil dampers on base-isolated structures to reduce the extremely large displacement for long-period huge earthquakes
基础隔震结构可变油阻尼器开发,减少长周期大地震超大位移
  • 批准号:
    20360246
  • 财政年份:
    2008
  • 资助金额:
    $ 6.41万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
RESPONSE PREDICTION OF REINFORCED CONCRETE STRUCTURES CONTROLLED BY ENERGY DISSIPATING DEVICES AND EVALUATION OF NECESSARY AMOUNT OF DEVICES
耗能装置控制的钢筋混凝土结构响应预测及所需装置数量的评估
  • 批准号:
    14350292
  • 财政年份:
    2002
  • 资助金额:
    $ 6.41万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Experimental and Analytical Studies on Damaging Properties of Ground Motions and Maximum Response Prediction of Reinforced Concrete Structures
地震动破坏特性及钢筋混凝土结构最大响应预测的实验与分析研究
  • 批准号:
    11450202
  • 财政年份:
    1999
  • 资助金额:
    $ 6.41万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
A Study on Earthquake Resistant Design of RC Structures Considering Damage Level
考虑损伤程度的RC结构抗震设计研究
  • 批准号:
    06650617
  • 财政年份:
    1994
  • 资助金额:
    $ 6.41万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)

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